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Home My WebLink AboutBuilding Plans77 y" LV DRIVE NE, PALM FL 32907 -Tal- (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR: ______ ' ' 7r kL BUUING CODE, RESIDENTIAL, DATE DESCRIPTION ABOVE LAV ibla EDMON (2020) ABV A/C AIR CONDITIONING LUM LAVATORY LUMINOUS 01/26/18 GD'S ISSUED -ALL IDCAL AND STATE CODES ADS ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER 0145118 2011 FBC UPDATE DR HORTON HOMES -OCCUPANCY -RESIDENTIAL, GROUP R3 AMP BD AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 0146na GD'S RE -ISSUED - CONSTRUCTION TYPE - VB cL CENTER LIKE, MTD. MOUNTED 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CAB. CABINET MTL. METAL 02/21na SIDING ELEVATIONS ADDED PALM BAY FL 32907 -BASIC WIND SPEED - Vult=160 MPH CLG CLR CEILING CLEAR N.T.S. O.L. NOT TO SCALE ON CENTER 03/26/18 CD'S-ISSUED TEL: (321) 733-7092 FAX: (321) 733-7972 �. Vasd=124 -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. AND MPH HEIGHT AS PER LOCAL STATE CODES CONC. CPT C.T.CERAMIC D. DBL. D.G.DUAL DIA, CONCRETE CARPET TILE DRYER DOUBLE GLAZED DIAMETER PL P.B. PH. PLT. PLYWD. PR. P.T. ? PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED 04/19/18 FOOTING REVISION PER M. BOWES CDS ISSUED O6/21/Ia 02/19/19 ADDED GUIOLENFOOTERATGARAGE DETAIL (FORT MYERS) 02/22/19 - PLAN MAINTENANCE I DIM DIMENSIONS DISPOSAL R. `` RISER REDURNAIRGRILL IUS 03/28/19 ---- "-"- REVISED LINTEL SIZE AT FRONT ENTRY DOOR EI � s !g cv'�-cv. S DrP DR DOOR R.A.G.E REF. REFRIGERATOR 04R4/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB., 04R4/19 _ REVISED HVAG VOLUMES ON SGiFT CALG'SGHEDULE (MELBJ ` ....STATE OF FLORIDA D.S..DOWNSPOUT RM. ROOM PROFESSIONAL ARCHITECT: ' r .` �^' �°""�� '�"'- "T DTL. D.W. DETAIL � DlsxwasxaR R.O. S.C. ROUGH OPENING SOLID CORE EXTDR 06/12/19 _ ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51JA (ORL) MICHAEL C . AND E R S O N AR NO. 17305 ` F LIVING GARAGE ENTRY LANAI 1828 $Q. FT. 43® SQ. Ft. 16 SQ, FT. 88 $Q. Ft. EA ELEV. EQ 'EXH.. EXT. F:G/FX. F.G.FUEL EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS. GAS. S.D. S.H. SHT SHTHG. SHVrR. SIM, SL. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING 06/21/19 ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK BOWES 01/19/19 __...... ADDED STONE OPTION ELEVATION G i D (TAMPA) 09/I1/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF 10/25/19 ADDED OPT. 8'-®' CEILING HEIGHTS A.B. DESIGN GROUP LLC ��7 , 2194 Htt 1 Al A, SUITE 301 r INDIAN HARBOUR BEACH, FL 3293 Tel: 321 802-3591 ( ) '��' e � TOTAL A/C VOLUME 2362 SQ. Ft. 15-120.9 GU. FT. FIN FLR - FLUOR. FR DR. GA. GA. "GAR DISP. ,G.F.I. FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE, GARBAGE DISPOSAL GROUND -FAULT CIRCUIT SL. GL. STD. Sws TEMP. Talc. T.O.C. T.O.P. SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE 01l01R0 REPLACE LISP COOeCTORS WITH SIMPSON CONNECTORS 04/01/20 ..._ REVISE ENKAVENT RADON PLAN DIMENSIONS 04l09/10 OPT. 8 -0 CLG. HGT ADDED LED LIGHTIN FOYER 04/09/20 - OPT. 8� 0' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY OF. INTERRUPTER GLASS T.O.S. TYP. TOP OF SLAB TYPICAL 05/06/20 ADDED ELEVATIONS V 4 'M' IORLJ 0U15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) DRAWING CONTRACT DOCUMENT `C,1 GYP BD. H.B.HOSE H.C.HOLLOW HDR. GYPSUM BOARD BIB CORE HEADER U.N.O. V.P. W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER' 01/01/21 - --- 2020 FBC UPDATE — — -- — — REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. �'� I INS . HT INSUL. INT. INSULATION INSULA INTERIOR W WD. WDW. W.I. WITH WOOD WINDOWW/H WATER HEATER WROUGHT IRON IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND — - - - -_- — IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALLWRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY a1 MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER' WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. 3 y } y t yC $ 4 5 E1 rr x P , i.� 1� � I , INDEX OF DRAWINGS i ARCHITECTURAL �PG SHEET # DESCRIPTION CI -COVER SHEET PG GN-_ GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" 1 PIG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WAIS-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG S1.1A-DETAILS - PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING 'PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI -DETAILS ESCRIPTION Reviewed tot Code Compliance 19 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sU$DIV. & LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 /006R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET L 160 MPH EXP. C MAR' 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: UO/ U1/ �1 SCALE: 1/4"=l'-0" SHEET CI GENERAL N07E8 WE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE REST ENTI L (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT) 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENT ARE'UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B, NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIORi DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBF IS B FINISH GRADES, PLANTING AND IRRIGATION: C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIC INS 1HALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 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 D. TRUSS PLATE INSTITUTE: ARCHITECT. I I: NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WOK E, APA - THE ENGINEERED WOOD ASSOCIATION: 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'/z THE HORIZONTAL L ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO T E ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH FHE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, OTEPS, AND PAVEMEN'I S SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 0 F ANY ERRORS DISCREPANCIES OR OMISSIONS THE CONTRACTOR WILL BE HELD H THE ONT FOR R FAILED CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR PALLED TO NOTIFY THE ARCHITECT BEFORE CONSTRUC IN THE ION AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS. SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . So. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PWIBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. ' REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM%" PVC (SGHEDULE40), INSULATED WITH'/�"AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITE T/ERGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL CO ROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET DRAWING, 9. THE PLUMBER ISTO DIVERT ALL VENTS TOREAR ELEVATION WHEN POSSIBLE, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603 2 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' EXTERIOR WALL COVERINGS 9. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1 ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEE IPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301,2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 EKTERIOR FINISHES _ AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATI G THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" IN IGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED` MATERIAL AND SHALL HAVE NO OPENING INT � THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED PROPORTIONED E AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATI IC AREA BY NOT 3. LATH & A CCESORIES PER ASTM C 1063-T9a & R703:7.1: ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: BENEATH HABITABLE ROOMS SHALL LESS THAN /z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES 00 BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD ORE EQUIVALENT 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHA L ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN ''h INCH GYPSUM BOARD OR EQUIVALENT WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANTiCONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH " I H 1/2 GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W'' DRYWALL SCREWS AT 12" O.G (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OMRVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT R DESIGN A PART OF AB OUP'S _G SERVICES FOR THIS PROJECT. j i IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /1CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION: I I I I Reviewed for Code Compliance Universal Engineering Sciences i CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 Www. abdes igngrou p.com _AA #i 0003325 tr r 'I11111 �� AN �� ?' �. a r .e� m a N `e SsA., �Na �u �Y k 4 1 7-1 IA stmD v CREEKSIDE PHASE 2 r LOT #6 PROJECT# 04321.200 006R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT k?i PAGE: GENERAL NOTES 7 160 MPH FAXP. C01 ARCHITECT- STATE OF FLORIDA MAR 0 5° 2021 MICHAEL C. ANDERSON AR NO 17305 J X_L%LXn A DATE: 03 Ol 21 SCALE: 1/4"=1'-0" 1 SHEET G GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TER'11TE DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD (MPH) EFFECTS' CATAGORY' DEPTH TEMP REQUIREDh INDEX' TEMP NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA I SEE SURVEY I NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILINGS FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302-5-1 THROUCsN FBC R30Z-9-4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302-10-1 THROUGH FBC R302.10B -011 121_81 1-0114 3'-411 I ©(2) 3052-5H EGRE55 BEDROOM #1 8'-8' CLG. G_ _ v. � dill T �� BATH #1 ®Q 8'-8' CLCx 36'x60' SHWR. PAN W/ ENCL = IR-ISH 5'-81, 1-011 BEDROOM #41 V-V CLG ii -a° P (2) 3052-SH — — — — — — — — — — — I LIVING ROOM 8'-8' CLG. 8'-8' CLG. I'-m° Im'-m" I. - 0 ®6068 SCxD. I r---- ' -- DINING e = ROOM zxs v `r Al N 41-S1,-10"I m 6'-6'll 41-4117'-5" , v IR=1S WG. G.--- -------------- 17 m 'I C --� —J I' 11 REM i. - IR-1SH 14 b24 2',-51111 3' Oil aSINK LI 0 p 6'-8, CLG. 2 4 `LLn 6 -BII iA B b36 RANGE NN PAN. - 0— ARCI_I V O IN 3-SH r2� 8 0i S 11 4 - 31'-4 3 _6, _0 I ,� �O B I I r Al / m BED IRA I 800M#3 3'_4 WH. � F 2ATTIC I 0 II OND I ATTIC I I � I N (vl ° L ACCESS J =u1I $ LAV. BOLLARD ql I AI dl> AS REQ. �n I I I ry' BATH #2 m � PER BLDG. I I 81-8' 11 - CODE GARAGE i 9 �% 8'-8' cLG QL--- V. 2'-4" FOYER 8'-8' cLG. �,yg �, BEDROOM #2 0 306 W 8 , , S -8 CLG 36 XI2' FT. Iris TR S. m El 5 1/2" 3 -,5, 5 1/2' EM zY Y ARC n V -— I 2 (2) 3052-SH ❑ • ll I — EGRESS — III I I ILA! - - - - - - - - - ° - - - - - • 2'-811 16"'-m 2' S" � 4 3'-1011 10'-21' 21'-4" 14 -011 391g' i xn FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN; -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13; -CEILING R VALUE� TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTEN6Y, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. OPENING INFOATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE SESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERHANG SEPARATION U-VALUE al I 4'-10' 0'-4- 32 25. 2 I'-ra- 3'-2. 35 29 3 I'-m- 0'-9' 35 29. 4 9'-0- I'-4- b3 32 5 I'-0- 0'-9. 35 29. 6 I'-0' 0'-9. '' 35 29 I'-0' 0'-9- 35 29 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI I SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15720.9 CU. FT. COIipONE1'I� AND CLADDNO NRD LOAflB BASIC %W WOW FOR 3 SECOND III a ZONE W IrPH WILD MI MWU FWNE MIN. WINDOW 10 5 34/ 45 1 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.GD. MIN. 41 5 31/-39 11 CRITERIA 8070 O.H.D. 56 5 29.1/-373 PLL12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111 OL DATE:OV01121 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS.` 7 R DTL. )ARCH SCALE: 1/2 1'-0' T'G— �c DBL. TOP v PLATE 1, 0 I n1 BAR DETAIL A - Reviewed for Code Compliance Universal Engineering Sciences 21.94 H WY A1A, SUITE 30J INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325` k k'1 e1; a f 6�. �y I£1 k aq 1 L� ro T .fir ` a� %J km r i N \� J a 90 SuSDIV.' 8e LO 2 }I OREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" I GARAGE SWING: LEFT PAGE: i FLOOR PLAN 1 160 MPH EXP. C ARCHITECT ` STATE OF FLORIDA �9 }�I i MAR 0 5:2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 0 DATE: 3 Ol SCALE: 1/4"=] SHEET w • w SHINCxLE -•• DECORATIVE FOAM DRAIN • ND E '�� — �TLEs %/ �M■1_ 15AND - - OPwrr. COA H IIII Ell EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT 161X60' FYPON DECORATIVE 48 SHUTTERS OR QUIVALENT 4' RAISED " Igg SAND (TYP-) k 9 0'-0" FIN: FLR. - - - - -- -- �' 0'-0 FIN. FLR FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FIER F15CR 703A N�=INN 0 OFF RIDGE t S -8' BRCS. 1-ICzT. 0'-0" FIN. FL-R. OFF RIDGE T READ ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 1�6 S'-8' BRCS. HGT. _ - ---------------- ------ -- - -- -- -- —�8 -S" BRG. HST. N 0'-�' FIN. FLR. ------------------------- - --- _-0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDE VENT OFF RIDGE VENT 12 i V-S" BRCS. HGT.4 _ _ BRCx. HCxT. - - — -'— - — - — - — - — - — 0' 1-0" d N 1 0" FIN. FLR: -------- ----- ------------ --- - - - 0'-0" FIN. FLR. 0 - -------- --; G �I1�CT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH ob'-S" 5R3. HGT. TYP. r l0'-0" FIN. FL-R. SCALE: 1/2 = 1'-0' AREA OF ATTIC - 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA _ 2450130D = 8.17 SQ. FT. 8.17 _ 1176 SQ, IN. MIN. REQUIRED VENTILATION - .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN.. (BALANCE TO BE PROVIDED IN SOFFIT'VENTS;) OFF RIDGE VENTILATION; AREA - 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED 141' TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ, IN. PER LINEAR FT (netfree area) LINEAR FEET OF'SOFFIT REgIJIRP 67,2p Reviewed fur Code Compliance Im Universal Engineering Sciences =j 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-$02-3591 www.abdesigngroup.com AA #: 0003325 �77�._7 ". a � II �i : x I I i I 100 I Z c F x SLTHDIV. ae LOT " OREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL 4EBB "1828-CALI" GARAGE SWING: sj LEFT i, PAGE: i.I ELEVATION "C" (160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON " � AR No n3o5 rPRINT 03 01 21 DATE: SCAT :1/4"=1'-�0' r SHEET A2 C ELECTRICAL LECsEND SYMM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE 'POLE 110V OUTLET 110V OUTLET OUTLET WIRED TO ITCH T S. SW GFI 110V OUTLET EWIFED W/Gi FAULT INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION TER'ROvP FAULT GFI OUTLET INTERRUPTER SWITCH 6 SWITCH 3-UTAY OPER. 64 SWITCH 4-WAY OPER. �( 0 WALL MOUNTED LIGHT CEILING LIGHT QL LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CFM PER SO. FT. VENT. FAN W I-IGHT I CF1'I PER SO. FT. VANITY LIGHT FIXTURE (SPEC'S 15D BY BUILDER) ® 4 X2 FLUORESCENT LIGHTT 2-BULB WRAP AD (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL Nib METER GATT. BACK-UP OSMOKE SD. DETECTOR w/ HARDwII� WALL MOUNTED GATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ S/CO CARBON MONOXIDE SMMIF DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I_I+� NATURAL GAS F✓ OUTLET ► TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONPITIONING TO E 21 V i pISCCNPNECT SEE THIS ET TELEVISION JACK CEILNG BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDTEDININ CEILING FAN/Ii ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnQ 24' INCANDESCENT LIGHT STRIP n (lo 36' INCANDESCENT LIGHT STRIP nnnnnnno 48'INGANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �-- ► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC; FAULT PROTECTED PER ELECTRICAL PROVISIONS OF: FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. 210.12 201� EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • 181-ANP (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5O-13 F6CR'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 POOR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL L Arrc+B SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404.1 METER FIELD VERIFY LOC- / i 'r-/// OPT- —'--------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0' W P Panel MAIN - A PAN EL:816'wpcFt. breaker VOLTAGE: 120i24U'V-1Ph MAIN: 1bUAmp M.C.13 FEEDER: 3-41CuTHMVN&1-#6Cu(G)in11/2"C OR3-#2/0ALTHWN&1-#6Cu(G)in11,/2"C. JVire Pole Bkr Description Watts Circuit Circuit Watts Description #12 1 20 1 Extenor Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3..__ 4Snare _ .. 5304 IA/C C. U.-1 1 35 1 2 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-50X FOR OPT. FAN PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp Ml O', FEEDER 3-#1CuTHWN&,1-#6Cu(G)in11/2"C OR3-#2/OALTHWN&1-#6Cu'(G)in11/2`C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pol 412 1 20 Srnall Appliance 1500 1 2 8000 Range 50 2 #12 1 20 Micrrnvme/ Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 #12 1 20 'Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 1 20. Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1. 914 1 15 Foyer /Hall Bed #2 & #3/ Bath #2 Lights AFCI 900'. 13 14 5000 Dryer GFI. 30 2 #14 1 15 Cuing Room, Lanai Lights AFC! 90o. 15 16 #14 1 1.`_• Kitchen and Pantry Lghts & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #14. _ 1 1 SD & C/O A. FCI 900 19 20 1000 Garage Door Opener GFI 20 1' #12 1 20 Laundry / Bed #41 Den AFCI 12M 21 22 1200 Garage Lights and Receptacles GFI 1 20 1 Load subject to AHU-1 5525 rter 5 KVA at 65 m and factor calculations /line 1600C -to r C a Icu latio It s Total load s II' _Ctto demand factor - 4W0D First 10000 t atts at 10CM, Remaining tls,at40'% _ �_ 10000 13440 Total A/C Ica 1 10829 I Com ih red Load Watts Ami waatts / 240 �nits 34269 900 tl5 1 20 11 27600 Load subject to demand factor calculations / line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD &Rec3W/Sq Ft.. 1 at65VV Wire #8 #10 #10 IGeneral Lts & Rec Panel: A 1 91. 6171 55491 I I I I I � I I I I m I I � I r LED LIGHTING @ DOUBLE LAV. BATH 11 150 AMP ELECTRICAL RISER NO TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED=- (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REOIUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POUER COMPANY TRANSFOR"IER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARIF ELECTRICAL SERVICE. PROVIDE 3 Of COPPER (CU) IN 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. EbATH 02 PROVIDE 362/0 CU, THIN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT To TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL I A/2P MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EOUIPr1ENT ► 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" DIA X & FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" GARAGE S VnNG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 J rPRn-TT DATE: 03/01/21 SCALE: 1/4"-1'-0" SHEET El KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I I I PLUMBING R PLUMBING PLAN SCALE: 1/4 = V-0' (ALTERNATE LEFT) ISER DIAGRAM P JN HT) Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MICHAEL C. ANDERSORI AR NO T7305 PRINT 21O1 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET MECHANICAL PLAN SCALE: 114 = 1'-0' M'MRMWM�MnW E R—VALUE SCHEDULE-, FLOOR — SLAB ON GRADE EXTERIOR WALLS CMU - INT INSUL. FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 A a ,pfl \ fp\�" N 700 go Pa f k1h IN u IX N IT-7 eel StMD17. & LOT: CREEKSIDE �A PHASE 2 LOT #6 PROJECT# 04321.200 MODEL 4EBB "1828-CALL" GARAGE swim LEFT PAGE: MECHANICAL PLAN II 160 MPH PRINT DATE:03/01/21 9"llimu Reviewed for Code SCALM: 1/4'1=10-0" Compliance I I Universal Engineering bu SHEET Sciences PER FLR PLAN IV 1/2' CLG- 1/2' DRYWALL SECURE BT- — PLATE TO SLAB W/ 10d MASONRY NAIL ® 32' O.C. MAX FIN. FLR n1,f T/ = =1 AT= JSS 2X4 WOOD STUDS e24' O.G. SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1' -0' � 3 5/8' OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/212EE51CHANNIEL METAL SCUDS 24'O.C. 1/2' DRYWALL 20 GA METAL TO INSTALLED IN WA3 5/8, OR RECEIVING UPPE5 3/8' LOWER CABINETSBOTTOM AND TUB/SHOWER GA. METAL TO BE(25 GA.) INSTALLED IN ALSECURED OTHER WALLS. STTO CONIC TO BE SPACED 1FLOOR W/ O.G. AT 2ND FL003/4' PAF d WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ I/4' WOOD TILE FINISH SCREW WOOD BASEBOARD—�_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG. ) nil) SCALE: I/2'=1'-0' 5' DIA- SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4" FIBERGLASS SHINGLES—,, WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR SID5.I.i. FIBERGLASS SHINGLES WITH UNDERLAYMENT ROOF SHEATHING WITH UNDERLAYMENT AS PER FBCR 9ID5.1.1. THICKNESS AS PER SHEET SNi. SECURED PER AS PER FBCR e0511. ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE ROOF SHEATHING SHEET SNi.ER THICKNESS AS P SECURED PER SHEET SNI. SECURED PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE OR 1/2' HIGH SCHEDULE STRENGTH CLG- BOARD 2x FASCIA PER REFERENCE ELEVATIONS PERELEVATION STRUCTURAL VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY GODS FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS WALL SHEATHING REFERENCE STRUCTURAL THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER 7YP- 2x FASCIA PER ON SHEET SNi ELEVATIONS o.N. ELEVATIONS VENTED SOFFIT R-4.1 INSULATION PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT VENTED SOFFIT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS s 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR a a d IT W 4 a. a A W/ WINDOW OPENING 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL FIN. FLR a . a a a � A a.. .4 . TYP. WALL SECTION L NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR :12 TO LESS THAN —STORY HIP BLOCK WALL ROOFA (2 O AVER UNDERLAYMENT SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48613 TYPE IV, OR ASTM D 6151 CAULK AND SEAL ``GA8 LME NOT CUT I i' MCC SLEEVE FOR GAB LINE BOND e' CM AM IA' GYP. WL no. BARS wDDD BABE • <. a n:. 2B GAS LINE THRU BLOCK D1 SraLE:In.r-m' �-2X4 SPF 24' O.C- MAX.—,� SECURE W/ (2) 12d NAILS 6 EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— ' N — CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F� INSULATION R-VALUES ---_ — PER ELEVATION 70 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a 0'-0' FIN. FL R 1 �. 8' GMU �. ptl a a. a 4< < e d n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE a 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REa VERTICAL TRACK I' MIN. BY MAUF. FASTENED TO GLIDE ROOMTRACK BRACKETS W/ PRODUCT APPROVAL REO. 8' CM SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT SACKER ROD WEATHER STRIP MOULDING ALL OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS FiBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.11- ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE `MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \— WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. ' PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a L TYP. WALL SECTION NO OPENING —STORY GABLE BLOCK WALL OGALE: 3/4' =1' -0' CMU 0'-0' FiN. FLR 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 -7II. Ail exterior fenestration products shall be sealed at the juncture with the building Wall with a sealant complying with AAMA 800 or ASTM Cc520 Class 25 Grade NS or greater For proper joint expansion and contraction, ASTM CI281, AAMA 512, or other Re viewed forCoc,:. approved standard as appropriate for the type of sealant. Fluid -applied membranes Compliance Universal Engineer,ra; used as flashing in exterior Walls shall comply with AAMA 714. The flashing shall extend to sciences the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI' GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT. MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 Ol 21 SCALE: 1/4"=1'-0" SHEET e TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 N N �SEGURE 2x4 ONJ FLAT TO BLK N W/ MASONRY N NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. N N ®I IIEr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT SCALE, V!'-I'-®' W 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 1/40) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 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 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING 2XS: CEM 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 19' O.G. MAX SPACING. L� 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: 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 18' OZ. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER I —I 1/16' 0.9.115. 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 1/47 DOOR JAMB TO BLOCK +1 15/16" @WINDOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 10' O.G. MAX SPACING. 2XS: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 5' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" rnINLW—INDOW 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 1/49 WITHIN 5' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINGS. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 5' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E „ 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�J 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2NO 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO W O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" :: F 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN; SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' Or— MAX SPACING, 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEIM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. a' CMU ❑10 1/2' DRYWALL I'X4' P.T. NAILER 7/16' OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: 1011 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18, O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 1 NI B' GMU I/2' DRYWALL ❑ I'X4' P.T. NAILER n1' P.T. X 4' MIN. Y� DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED T'O PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" DOOR FRAMING CMU DRYWALL IX FURRING RIP 2X10 TO 8-v8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK T-r--�REQUIREMENTS it KTe. Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 1%305 r"'"" A DATE: 03 Ol 21 SCALE: 1 /4"=1'-0 SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (vERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 9 1' O.C. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/19 ZIP SHEATHING SYSTEM (QNSTALLED PER TO AP MIN. LATH SHALL NOT 6' To e' 6' TO 3' BE CONTINUOUS MIN. MIP THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN \ / CONTROL JOINT FALLS ON I�FAASSTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CIm63 T� 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE / 1 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWAID • PT. A OL FOLD INWARD PT. A s. GREASE • M. B 3. CREASE • F". C ® ®FOLD SHINGLE ROOFING DRIP EDGE: OVERLAP EXTEND 1/2' BEL ® L FOLD INWARD • PT. A 7. CREASE • PT. B FO. MA OI. FOLD INWARD • PT. A 7. CREASE • Pr. B 3. CREASE • Pr. C 4. FOLD PT. G OVER IK. B TILL Imo. G TOUCHES BOTTOM FLANGE FLANGE L WATER TIGHT SEAL. FOLD, 12SL d' THICK, 3 COAT CEMENT PLASTER (FRAM), 1A' 2 COAT CEMENT PLASTER (CM) Will LAYER •2, FORTIFIBER BUILDING PAPER (HUM ONLY) WRB LAYER M, STUCCO WRAP (FRAME ONLY; LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB �X I )j' ABOVE SHINGLES (FRAME ONLY) FRAME OR CM FASCIA WRAP Sx5 WALL FLASHING KICK -OUT FLASHNG (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE l° MIN. LAP METAL LATH X X 16" MIN PAPER LAP BELOW ONLT r / WRB LAYER 02, FORTIRBEI' NN1BUILDING PAPER 2 APER LAP SCALE: 1 1/2"z F-O' (AKICKOUT DETAIL WATER TIGHT SEAL (BEND OR LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER M, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL - PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) BUILD ING — PAPER STUCCO — NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER 6UILPING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (NSTALLEP PER M,ANUIR SPECS.) 6' MIN. LAP LAP ® LATH 3' LAP • PAPER HORIZONTAL LATH & PAPER DETAIL 5 N.T.S. 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LATER 01, STUCCO WRAP (FRAME ONLY) TRICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL 5"X5" "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4• WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I 1' OR LESS PIPE PENETRATION — —� .... ......... CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STE10 "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �y 4i�I�='E N.T.5 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ApHERINCs MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP *2 FLASHING Will LAYER M, STUCCO WRAP - WRB LAYER @2, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. NETRATION D TY41L CF- t`*1E DRAINAGE FLANE ( R5 L)4�'ER #1, STUCCO WRAF) CURB LAYER *2 CFORTIF-15ER-----'— — — BUILDINC; f=A=ER) 1�'IETAL LATH X X X X WOOD OR -1/1ro" ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1"" ITAL LATH: LATH TO 5E fi=ER SECTION R�P�3_�.1 / )4ST1„I C-B�-I-Ia, 1„IIN_ 2.5 L55. FE R SO. �I'ARD C UT I L I T7I' OR N01„I INAL LATH DOES NOT 1"IEET 5FECIFICATION5) i d3isti- r. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SIMDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 21 1 PRINT 03 O DATE: / / I SCALE: 1/4"=1'-0" S11EET NOTE: INSTALL 6' SELF -ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING: OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6 SELF ADHESIVE SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES 1/I6' ZIP SHEATHINGS SYSTEM I. BOTTOM, 2. SIDES, 3. TOP INSTALLED PER MANUR SPECS.) OR VENT CAP 15 TO BE SET IN BED SELF fc WOOD SHEATHING OF SEALANT AT TOP AND FLASHING WRB LAYER "I, ll SIDES ONLY. SEALANT 15 TO BE UNIT STUCCO WRAP :? ..: , TOOLED SO AS TO DEFLECT TS WATER AWAY FROM JOIN. WRB LAYER 02, FORTIF15ER : I PREMANUR DRYER BUILDING PAPER „ E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN ' ; METAL LATH II X JOINTS AND INTERSECTIONS CONT- SEALANT) WOOD 7/5' TEXTURED APPLY SEALANT AT PERIMETER OF CONSTRUCTION FINISH a WOOp BACKER ROD i' NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES, Y4' CAULKING ® JOINT SEALANT g 4 MEMBER ®l' OG. MAX ALL AROUND TOP d SIDES a, GMU I I PER SECTION R708.7 Ye' WEEPP 5 MID -WALL SCREED I I Exterior lathing and plastering ROD I I Exterior use of portland cement plaster BACKER shall comply with the application DRYER VENT (BLOCK) :.. If requirements of ASTM C 926-18b. • � ' I .x 1 Installation of exterior lathing and framing t W WIDE STRIP SELF ADHESIVE FLASHING, GLEAN I ..I. shall comply with ASTM C 1063-19a, MASONRY BEFORE APPLYING or ASTM 1787, WRB LAYER *I, STUCCO WRAP (a] HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING RYER VENT I LEGEND DRAINAGE PLANE (WRS LATER 01, STUCCO WRAP) WRB LATER *2 (PORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO y e... .. WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE PLASHING - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 b" SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' V FINISH a MASONRY HORIZONTAL WEEP SCREED F_ -171, (FRAME TO BLOCK) / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO AAMMAA I C. rw=L .>=I V= STUCCO SCRATCH COAT k 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / nt cti n 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH GOAT LARSER 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 HOU5EWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRAPE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 STEF #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP eT fi 1* 91 ST F #2 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER 5T E f *1. ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH #�? 5 T E F 1* c� ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering ED Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUDDIV. 8c LOT: CREEKSIDE PHASE 2 LOT y6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: // 03 Ol 21 SCALE: 1/4"=1'-0" SHEET • DRAINAGE PLANE (WRB LA`r'ER #11 STUCCO WRAP) WRB LAVER *12 CFORTIFIBER - - - - - - - - 5LUILD ING PAPER) METAL LATH x x x x WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING-~: - - - - - 2 1/2 '' 4— 14B)CORNER BEAD CORNER BEAD (FA5TENER i SPACING G 7" O.C.) GMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTL`r TO MA50NR`r 0i) B]LOCK mmmmm Reviewed for Code IL 11 Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 1111111 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 202r MICHAEL C. ANDERSON AR NO T7305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET 2x6 SUS -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL & STICK DRIP EDGE -1/8" TEXTURED FINISH @ WOOD 1/2" TEXTURED FINISH a CMU 1� I� I� II I 1 I � � \1 METAL FASCIA 1 WRAP YS" FROM �1 STUCCO, 1" FROM WOOD WALL � 1 EXTERIOR WALL (FRAME OR CMU) k NOTE: NOTCH FOR 2X�o SUB BAND ONLY \ AO€LEVATION AN A METAL FASCIA WRAP 2X& SUB BAND —ROOF KICK OUT REMOVED �\ FOR CLARITY \ROOF DECK (BEYOND) `1 DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) 1�/3" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH a CMU '-�2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL @ WALL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION Pi'zOCEDURES :� PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m " SCABBED TO TRUSS W/12d NAILS roll-8' O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 11 X A X x x X X X X X X x x x x x x Xxxxxxxxxxxx :. x x x x x x x x x x x x x' X X X X x X X X X X X x X / . x x x X X x x X X x x x x x x x x x x x x x x x x x x x x x x -/ / • _ SUB BAND DETAIL ® WALL W /KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2Rx4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR Reviewed Tor GOOD CLARITY Compliance 1B Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 rsciar i 03 O1 21 DATE: / / I SCALE:1/4"=1'-0" SHEET WA6 i 39'-8" 28'-g, 3 '_4" 16_10 9.6" 3 — — —F M -12 X 18co 1 I 1,1 X cq u- I ImY FM-12X12 — 4" CONC. SLAB w N I Co CO a� ui F-24X24J r 3 1/2" o 0- a 10'-0" 10 I 1.1 g z I EXTEND FM 12X18 1 L =)I SLAB 11/2" 1.1 p a- v H I I 1 to 1.1 v " CO 0101, 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 + 0'-0 , SEE SURVEY PLOT FOR NAVD 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6' PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7 COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8 SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9 WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR ■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° 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 1N 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" N TOP OF MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND SLAB M I 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED °D o 3'-0" OIC MAX. SEE PLAN FOR WWM SIZE. M I N N INSPECTOR NOTE: 1: STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING ILL CODE, RESIDENTIAL, 7th EDITION I I 00 NI LL � I 15 4" PVC I� CHASE�� - TE-1 I 4" CONC. 'v SLAB N El L 5 1/2' , 4" to 0,_01, 11T-8" 2'-8' - TOP OF SLAB T-0' 5 00 3,_6" w N CoUi IN N o N LLL O I i _o - EXTEND ' 1 - v 2 SLAB 1 1/2 " 1.1 - 1.1 Co FM-12X18 I 4" CONC. D I � N. � N. la w ,SLAB 1/2" I� I IL 3 1/2" I' 5 1/21' 3'_5 71I2' 2 0 --- �J 1.1 1 1 FMC-12X18 FM-12X18 FMC-12X18 p 1.1 — FM-12X18 — 1 77 4 4 1.1 1.1 2 '-8" 16' 0 2'-8" 3'_ 10" 101_211 2l'-4" 4'-4" 14,_0„ 39-_8 0? N Bo Ln ao FOOTING SCHEDULE PROVIDE (CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MIARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, (2) #6s (+)0"-0" FM 12x12 12" CONTINUOUS 12" (2) #5's FM-12xl 12" CONTINUOUS 181.. (2) #5's FM}16x18 16" CONTINUOUS 18" (2) #5's (+)0 0' FM -12xl8 12" CONTINUOUS 18" (2) #5's VARIES F-24x24 24 24' 12" s s (_)0^_4" FOUNDATION PLAN SCALE 1,14" = T-0" MMMMOMMMMMMMOI SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAP -CONS C❑NCB SLAB A/G SIMPS❑N WB UNITROLL STRAP OR EQUAL @ EACH CORNER OF UNIT SECURE STRAP TO UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance 91 Universal Engineering Sciences r ��> F a hk \ an "d a u\ k nr m �� r, ksj U39DIV. 8a LrOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODELc 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C MAR 4-5 2021 MICHAEL C. ANDERSON AR NO'T7305 DATE: 03/01/21 SCALE: 1/4"=1'-0" SHEET S 1 z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m W 00 EL v W _ Z 8" CMU WALL p Eo o +_ 0'_0' Cl) < • TOP OF SLAB ��—yam . ��.�y' •1 a a. • SEE $LAB SCHEDULE EXT. PORCH SLAB A �. a , ' 4" CHAMFER (1-STORY) W! 1/2" ISOLATION ',,a 6" CHAMFER (2-STORY) JOINT (WHERE i • APPLICABLE) Z ' SEE SCHEDULE 2i FOR Wx0, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" T� FXTFRIOR MONO -FOOTING SCALE: 3/4"=V-0" BOLLARD LAP PPLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TOOC ROVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 'IPE 3ASE GE TO " X 2 1/4" SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKJI RE B . PLATE TO LA d MASONRY NAIL TAGGERED; r NALMETAL TORS NOT D WHEN NO PLIFT IS PRESENT. >EE SLAB SCHEDULE 4 SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3ra"=1 -0 (NO LIFT) z 1 STEEL REINFORCING IN GROUTED Q IaL CELL SEE PLAN FOR SIZE AND 4 SPACING REQUIREMENTS Q v W m U W va EE • 8„ CMU WALL 0 TOP OF SLAB .4 .:. .. 4 % a VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE f •'d im SEE SCHEDULE APPLICABLE) Z SNFOR WXD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 n GARAGE SCALE: 3/1' W I Vj NEW REINF. BAR O a- SECURED W/ 2- PART d � EPDXY. MIN. EMBED J Q 8", UNO Q p FOLLOW ALL MANF. SPECIFICATIONS FOR Q USE AND F=-- Co PREPARATION OF Z 4' 411 HOLE. W J M rO, QO 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) &ZN'OLITHIC NG BAR TO FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU � 4 SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD 4 ', 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' +- 0'-0" 30" MIN. EACH WAY -- MONOLITHIC FOOTING vy P IL°r rP°T r� 's .J v FM r , - CORM R BARS, SAME SIZE AS LARGER BAR W LLJ IN FOUNDATION WITH 30" LEG EACH S ° $ ! WAY AT ALL CHANGES IN DIRECTIONS U) y SO THAT THE STEEL REINF.IS CONTINUOUS e•OI MATCH AMOUNT OF CONTINUOUS BARS v CONTINUOUS STEEL MONOLITHIC °. FOOTINGREINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4„=V-0" AP,TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM.-- VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/SYP No 2 STUDS SEE P S FOR E R PLATE TO SLA W/ SPACING. SINGLE BT PLATE 1/ 'x DGEANCHOR W/2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. (9 16. OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 1 Od x'1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w_ x 3" a SEE SLAB SCHEDULE Q TOP OF SLAB. 4. a • • i a �4 EQ. EQ. SEE SCH ULE FOR WxD, BA IZE 1 AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SC ALE (W/ UPLIFT) POURED LINTEL CONT.'(TYP.) ro;;, 8" qMU FILLED CELL (TYP'.) 0 2X WALL FRAMING 112" DIA. SIMPSON ST132 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL. 4" FROM'ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO 11 BLOCK WALL. CONNECTION SCALE; 3/4"=1'-0" RECESS AROUND GARAGE 4 DOOR OPENING SCALE: 3!4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS. FOR SPACING SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. FOR NRY SET EV: w SEE SLAB SCHEDULE CY Q +- 0:-0„ TOP OF SLAB • , a, a -d :..A EQ. EQ. SEE SCHEDULE FOR WxD; BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE`:3/4"=V-0" (NO UPLIFT) Reviewee for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH,51 FLORIDA 32937 PH:321-802-3591 a a li I II I o , i �� x g s is \ 41 N16 d L� e* SLTBDI_V®�T, z,; CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB %828-CALI" GARAGE SWING: LEFT 7 PAGE: ' 1 i DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA r q? I MAR 0 5 2021 MICHAEL C. ANDERSON IJ AR NO 17305 DATE 03/01/21 SCALE: 1 /4"= V - 0" 311MET S1. 1 A 0 N W o M e a 'v M BC cc N O N n 5-4" o a• N Ln N 0 2'-4" DOWEL PLAN SCALE: 1/4" = 1'-0" i v N O) 0 ih N ifl 04 N O (V M —.._...._ (V ao M (D co V -- ? Reviewed for Cade. Compliance LM Universal Engineo, i Sciences ',3VSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA; MAR 0 5 2021 IMICHAEL C. ANDERSON AR NO T7305 MUM PRINT ]DATE. 03 O1 21 SCALE: 1 4 SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. e . d - ° 9. • e: Z ° 'd a, d .4 .a Sk 114 a Q CLEAN OUT REQUIRED FOR INSPECTION a m V O l 0 Cl) 0-0" FIN. FLR. e :° a' a TIE VERTICAL-REBAR d e ° ° . °d °. °. ° TO HORIZONTAL 'q e' REBAR W/ 10"HOOK °- �� Tom' a A. BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1-0' ?hs Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS 00 W ° ODIr U a Z 8" CMU WALL . TOP OF 13LAB •q' TOP OF SLAB " SEE SLAB SCHEDULE Z q °° PORCH d EXT. SLAB W/ 1/2" ISOLATION p ° " 4" CHAMFER 0-STORY) 6" CHAMFER (2-STORY) + JOINT (WHERE APPLICABLE) Z_ ° MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING W a 2 > • e. °d Cl) O 9 °. ° .. a G ° a e ° 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVCC HASE (�A�THRU FQOTING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS • ip �• 00 El • CMUI UNIT DIMENSIONS AREINOMINAL SIZES OMASONRY SYMBOLS 3 1 SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH; 321-802-3591 vbww. a b d es i g ng ro u p. co m AA #: 0003325 rf, I 9 qaq SUDDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# v�;l 04321.200 006R1 MODEL r 4EBB "1828-CALI" �k GARAGE SWING: LEFT PAGE:I? r`a DETAILS 160 MPH EXP. C ,ti ARCHf1fCT- STATE OF FLORIDA MAR 0 5 2021 is MICHAEL C. ANDERSON F! AR NO 17305 PRINT DATE: 03 Ol 21 SCAT :1/4" 1'-0" SHEET 2 S I e IA- FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/!(9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 1 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 TDBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TO8EGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONC/XST'CRETE. CONNECTERS ARE TO8E GALVANIZED. G.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONC/VST'CRFTE CONCRETE LINTELS. T.BOTTOM OFLINTELS ARE TQBEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. � � 8 LINTELS SHALL HAVE 4' NOMINAL BEARING /4"\ 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 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. l3ALLELE\64T0NSAREREFERENCEDFF�Oy�[y��'F|N|SHFbOORUNLESS . ! � NOTED OTHERWISE. � r � � � � � BEAM SCHEDULE ZN2= INDICATES OPENING BELOW/ T-O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH/ T.O.0 =TOO OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O_ = THROUGHOUT MARK DESCRIPTION fc (psi) 1 SIZE W'xH' REINFORCEMENT STIRRUPS RE ARKS BTM. TOP MID SIZE SPACING ��U�� SHEET �� U� `��.�� U��U��U �� `��-�~ UK��U� U��~��^�� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W110" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-( NOTES TO THE INSPECTOR/CONTRACTOR BOND xE" � 1#5 �. 1. PLACE LINTEL ACROSS TOP OF OPENING a BOND BEAM flY 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL. 3. PLACE STEELREINFORCING L HEIGHTPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING (2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND L AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST — 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP, B"x16" iz 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL e1 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM 15T0 BE NOT LESS THAN 16"DEEP. 2194 HWY A1A, SUITE 301 P EF 8x16 DBL. BOND TOP OF $ INDIAN HARBOUR BEACH, BEAM W/ (1) #5 BAR BOND BEAM _ FLORIDA 32937 SS EACH COURSE 1 PH: 321-802-3591 • TOP OF _ W/ (1) #5 BARIND BOND BEAM www.abdesigngroup.com \�G 8x8 BOND BEAM OF F = FILLED W/GROUT 1'1I: AA #: 0003325U =UNFILLEDGROUT SOLID FRTNOMINAL LINTEL TO TOP OOF OPENINGWIDTH %%%# OF #55, IN 2ND BOND gEAM IF FILLED BEAM COURSE SEE NOTE 5 L'6—� T/� M/OB Sx8PRCCASTCO_iLINTEL W/ 1 #5 BNOMINAL T O HEIGHT # OF #5'S, TOP LENG IH OF BAR OF MASONRYOPENI"°_2"`'BEAM DESIGNATION IT 1S THIS ENGINEER'S INTENT - BOND BEAM COURSE QR fti THAT XFXX 1Tl1M/OB INDICATESA DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8PRE-CAST COSCALE: 3/4"=1'-0" AND XFXX - 1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL., W/O STEFERiT IS THIS ENGINEER'S INTENT TO PLAN FOR LOAND XUXX - 1T/1M/0B.INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T al OP LINTEL — �." 'OF OPEWING ANDXUXX - 1T/0Ml0e INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL z � PRECAST HEADER(MIN) WINDC PRE -CA ST WINDOW SILL TYPICAL MASONRY WINDOW III I (- 0NSTRI IrTIr)KI 1 /2"=1 1-0,1 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4) 8 FROM EACH END AND 18 O.C. MAX MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18 O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER \ BAR. 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL I STEEL REINF. OF BOND. BEAM 2X4 SOLID BLOCKING ---\ SECURE TO SHEATHING W/ MIN. 2-12d PER BILK, EA. ENO 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0" STEEL REINF. OF BOND.BEAM DVIDE #5 BAR EACH SIDE U-NLVA CHANGE'IN ELEVATION OF BOND BEAM D M SCALE'. x:eulewed Cor Complia Universal Engirt i Sciences f A,TBDN T: C'REEKSID L� I' h PHASE 2 LOT # 6 r I 'ROJECT# li 04321.200/006R1 [1 AAODEL: l n 4EBB 1828—CALI i�'G%AnA,GE SWING - LEFT I C�1,un: c iJ, I- I:1 DETAILS 11 IU 160 MPHEXP. C ARCHITECT- STATE OF FLORII';I°; ! MAR U 5 2021 MICHAEL C. ANDERSON AR NO 17305 RINT 213 Ol DATE: 0/ / SCALE: 1/4'1=1'-0" SHEET S2e1 `°_ "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0B 16-1T/OB 1T/OB 1T/OB 1TPoB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8118-1T 820-1T 824-1T 8128-1T 8/32-1T 9/8-1B 16-1TNB 1T/1B 1T/1B 8-1T/1B -1T/1B 6/a2T er16-2T a2a2T wA-2T e2e-2T 6/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'-6' PRECAST 15M 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 W79 4'-0" PRECAST 819 533 1770 2400 3033 36e15 1 4300 4'-0" PRECAST S98 591 4'-W PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 36M 4249 5'�" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7198 7342 5780 6259 1016 2270 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 36M 5877 6038 e548 577e 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-$" PRECAST 410 721 6'-0" PRECAST 835 1201 1578 19M 2332 2709 1139 SW 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 26M 3191 3685 T-0" PRECAST 303 534 7'-0' PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 0472 727 1624 =5 2426 2827 3228 7-4" PRECAST 428 ON 1593 2204 MI 2818 2621 9" PRECAST 192 384 9.4" PRECAST 454 586 767 948 1129 1310 639 1674 2296 3081 4099 4899 572 1318 1643 1969 2184 2519 101-6" PRECAST 388 487 1247 1767 19" 2163 2028 10'-0" PRECAST 151 301 10'-6" PRECAST 356 468 012 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 330 5" 1312 1742 2252 2868 3630 11'�" PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 an 5" 1312 1742 2M 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 5W 1210 1596 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 15M 2048 2586 3171 440 940 1300 1560 1314 1470 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 1Y-4" PRECAST 82 298 13'-" PRECAST 308 303 393 484 575 645 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low INS 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 40 528 we 390 978 1272 Iwo 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 141PRESTRESSED $" 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'�4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 ON 793 412 1014 1340 1703 2116 2513 230 818 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17-4" PRESTRESSED N.R. 183 1T44" PRESTRESSED 187 328 365 461 587 680 300 we 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 50 235 736 959 12W 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21.-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 308 381 454 527 ISO 598 833 1038 1168 1468 142 _219 373 537 690 BIB 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" _ PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 313 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24' PRESTRESSED 124 174 245 302 300 418 129 450 654 824 1014 1147 1-0" 24 319 455 01 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #. 19-0130.13 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. da LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEI. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHIITECT: STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1 /4"— f — 0" SHEu/EETy //—//®\$ LS 2 e 2 L 1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 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 ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (411). 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 PBS36, .17T' D x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE, DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS END JACK WEBBING, SHEETING ETC. IN SITUATIONS WHEREITHE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE WHERE APPLICABLE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. A DISSI] TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3" TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN GIRDER/TRUSS TRUSSES W12X4. l2X6 BOTTOM BOTTOM CHORD HORD '2x4SCAB NAILED TO DIAGONAL TRUSS BOTTOM BRACINGIBOTTOM CHORD W/MIN (4) 10d CHORD BRACING NAILS FOR EACH CHORD CONNECTION BOTTOM CHORD BRACING @ END Cara I -UK tACH UHUKU CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN SCALE: rate CONN ECTOR SON ED LEE i CONTROL DATE. 0112 J/2020 MITek USP SIMPSON MITek USP SIMPS N DES, UPLIFT GRVVII'Y IDES GRAVITY PASTE NET. AS I IElI ETA 18 1625 META-], (GO 1Ud%11/211-PLY,(7) IRE 2 PLY, EMBED4" ED 101 x 112"1-PLY,(6)BIG 2-PLY, EMDEDA 121 HTA IRIS 243o 2I MBTA-16 12) IRS XI1/2Y 1-PLY, EMBED4' (101 No 111/2`1-PLY, EMBPD4" HTA 16 1870 HiA-16 WE 1.1 XI l/S',(8) 16C 2 PA, EMBE)4' (9)ME x13/2"1-PLY,(9] 16d BURR, EMBED4" HTA20. BEEF IIIA-2o .It ME TRIP A 2111",(8) Ild CUD, EMBED4" (9)BIG x 112"I-PLY,(9)16d 2-PLY, EMBED4' 2I HTA-20 2430 ILI HETA20 52oll IIS) Red x l l/2", I -PLY, PMB5D 4" (10110d 111/z" 1 PLY, EMBED4" (1N116tl 2-PLY,IMBED4P (1216tl 2"PCY EMBED4WGT-2 1655 LGT2 BN(Sp/4"A3"W dg B I[ A has WOOD(15)111 p1/4'x21/4"T"fNWAGRUE)]fidLUGT-3 READ LGT3-ADS25 CONCHI3/0"5 W Sd,e W1t+Xn,I.r AMND(ISWWl ( 13)S1/ D TO GIRDER,(PINES X TITEN HDTOWALLDHTA-20 L630 )fTALdO IM) - IDC x I I,n, 1 PLYADERNATE USE OF (2) HTA,20ACCEPTABLE (1B110dxll/2,l PLYALI'ERPNTEUSLDF(2)HE1A-26ACCE TABLE MUEEIS♦ 3945 EAGT+.SEES INIOS19"A"TD N HIESN STRENGTH ERNST(MIN ]7-IMPO R.(R110d TUW0001 (1)5/8?A:I I IN HIGH STRENGIH LPDXY(MIN 12 EMBED), 2)16)TO WOOD HUGi2« 9515 1G7:2+ 30690 WBGGR)10d, MASONRY1z)3/4' AIR (2).3/4EAT.R. IN HIGH STRENGTH EPO%Y(MIV.12' EMBED), 16j1M I0iWOOD H UGT3+ SEGO HGTd+ '10fi90 WOOD(3) IRS, MASONRY 1213/4' A.TA (21311AI E,1.HIGH STRENGTH EPO%Y(MI%. lY' EMBED), 16) 1W TO WOOD LPTP 1510 PARALLEL TO YVALL 19J II PE SEE ND I CUURTO WALL LTAX ] DI 0 AREAL DY. TOWALL 12TOPf RPEN 01 UWRTO WALL IBE led x1112 I10)10d Al-l/T' j MUGE15 3945 VGT 4940 1) In AR. IN NIGH STRENGTH EPO%Y(MEN .12"EMSEDI.(41 IRS TOP/RN) 10I FASCIA 22) led BACK OFTRUCKS I15/B".A?R.IN HIGIi }iRF.NGIH EPDXY(MIN-12 EMBEDI,I615DS 1/41x9' HUGT SEES :2) PIT ]105 I65/8'ATU IN HIGH STRING IN EPUXY(M IN. 12' EMBED), (8) led I2)SIR"A.T.R. IN N RAN STRENGTH EPDXY(M IN. 12' EMBED),121 SD51(41'x3" MTW 12 9RS MTL32 BEER BE) ITS x 11/2, 14)Rod (III III XI In HTW 16 N55 HIS 16. 1310 THE) led A11/2 I'MBod (1n1 mp x11R" HTW20. 135s HTS"20 "To 124) led X 1]/2 ,(2BE"d I241101 XI HER FREE HTS E4 ]330 124)lOtl %]121',(I.)1Fd 124110tlx I ID' LSTA 12» END LSTA"12- 925 To) led [do)IN LSTA IB r•' ISIS. META 111 1235 (14I10tl 1ME 1W MSTA4Bt+ 1310 MSTA"1B«: 1315 114)10d 11411. M1IA-24+« 1640 M11"24- 1640 (LEI IRS 1181 IW 'ASTAUD+9 2065. MSTA-30 «« 2050 (22)IF, (2211N MSIA-36++ ROSS MSTA"3fiw 2050 (26)Old (261 IN "I:SF12M 2765 MSTI-36 3900 (36I 1dl Al 1/2; 1361 iE X112" 11 3114B 5105 MST 4B Sol, BE) ITS X 11/21 4. FEE X11/T' LFW6 980 H6 BOSS 16) go z11/2"j(16)SEE (81 Ed TO BOARDS, (8) BE TO FUN 11I4 811 SP4 825 161 Too TO 51' URedBY(6) 1TO PLATT E (6)106 x l 1/2 To EDGED MP34 172.1 IN F1!21W% A34 AND J 111 go TO BEAM, HKBA112'TOPUBT. (4) Ed A 1 In' TO BEAM,(4, Ed x 1In' TO POST. H Lk E80 HCP2 590 II0)1BEA11/221 TO TRUSS, (10) RGY X 11/2'TO PUTS (121 IN X112" R Il6A ]020 HID. ]040 191 old A11/2"I TO TRUSS,(3)IN X 11/2 TO PWTE (181100 XI In '11UGT15&Re. 41E5 PIT &HOU4 Y"I ME IRS TO USHER, (20) WEB WOOD SCREWS IO POST W/5/8'IHEADER HIM (161HEEDS 1/4"x3"TO WOOD, (To)Sol 1/9"x]]It SW THREE RED ROD, O NE"WASHFR/2 PLY. ", ":115&..A 4175 .VGT&HD]B 4940 (ME IRS TO TRUSS, (10)WED WOOD SCREWS TO P05T W/5/STHREADEFUS. (III SDS l/4"A3"To wOOD, l3)HEM- III D BOLTS W/ TX DED ROD( NL"OWASHER/2PLY PAU44 253E 6725 ABU 442 IN. 7750 (11 SEES AIR: IN Y IGH STRENGTH IEPDXY, (MIN .1" EMBED) IN CONC,(121 YET TO WOOD (115/B'. A I IN HI GET STRENGTH EPDXY, (MIN I EMBED)1 CONC,N I'AR TO WOOD PAUSES 245S Node, ABUW BIBB 1.2. (1)SM'AT.R. IN HIGH STRENGTH fPO%Y(MIN, E" EMBE M IN COW.(12116tl TO WOOD (1) SURB A T. R. IN HI 6 H SIRE ROTH E POKY, (MIN. T' EMBED. N GONC,(])Ifd TO WOOD LT519w 1205 LTT19+«+ 1310 1103/4"AT.R. IN HIGH STRENGTH EPDXY,(MIN:T' EMGEO)INODING,IB)IMTOWCOO (1)3/4''A.T. I IN HIGH STRENGTH EPDXY, (MIN J` EMBEO)I CONG,(SISS TO WOOD LTS200 +++ ]1nD LTT20Bf+' 156, (BY3/4 AIDI HIGH STRENGTH EPO%Y(MIN.]'EG E D) IN COEI(30110tl x 1"1/L TO MOOD (111/2'A.T.1. IN HIGH S THREW H EPDXY. (MIN 7' E M BEIK1 CONIC (1)1N'TO WOOD HTT45 416D HTT4. 4455 (115/B AT.R. IN HIGH STRENGTH. EPDXY (MIN T' EMBED) IN GOING., IRA A 21/2 (1)A/9YA.T E. IN HIGH STRENGTH EPDXY (M IN. 7 EMBE4)I CONC (26 FEE X21/2 U IRS 5005 HITS s090 (1)5/e"A:T.R HIGH STRENGTH EPDXY MN T',E N ( MBfD)INCONC., 1261fid %2 ]/T' (1)i/81.0.TiCIN NI6XSTRENGTH EPDXY (MIN. T'fMBED)I CONIC, (26 ibtl %21/2 UPHD11 I43n ZXDD 1-S[6 2 11.11 1111"ATD. IN R IG H SURE NGTH EPOSY, (MIN.10" TAKEN IN CDNC,(A) WS3 WOOD BCREYE (1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) I CON6.(2) SIG 4x 2K-WOOD SCREWS PHD54 PSIS 6645 I305/8"A.B: IN HIGHSTRENGTH EPDXY (MINE"FMZED)INC ,(141W53Wfi DSCREMS (1)71A.9, IN HIGH STRENGTH EPDXY,(MIN" 7"EVESED11 BRIEF,(313/4' STUD BODSTOWOO) TDXH BARHD1B A B IN NIGH Sift ENGTHEPO%Y(MIN.1" EMSEDIINCONC(31E/B' STUDD.WTOWOOD NFM35 %]2U "Ked 15811 ]130 REEFA 13",Sfi IB IS / GABS SEED D1YNA8301LTSOlf EW ISBAR EMBEDSNOTLESSTHAED FROM f WF 01'CONCw/3/4" DIAITWRAMSET/REOHEAD OR OR EQ W/M IN 5` E GREG INSTALLED IN GAS (II) EE ATX)6T"EMOEOMENi) (113/4',ATR. IN HIGH STRENGTH EPDXY, (MEN HER "EMBED NIM.V. iACf (9810tl1 ENi)INCM.U. pPAM TOP, (1)3/4" A.T. R IN HI GE STRENGTH HUG,Inll 3615. 2]m(lDo%) HELRI (Vl000 EYES z635 UFow) 3zz0U2,0) IN) Idd TO H EADER(10) RM TO WOOD (10116d TOFEADERDO)16d TO WOOD 332sUss%) H MIRF(CM(D 1950 30.0 HUC4m (cMul I.E. 45W 1fl 1/4'x3Y' WS35CREWS, 1opWro I ) 1 WOOD sP IZR03p 'TAPPERp (lD)Im mwaoD (1011/0E23/4:. TITEN(9PERFUNGE)TOCMU,(10)Mdtl D HD21O 21F(CMU) ]9SB PASS. NVC2162 (C,NU) 18W "To I1+)I/4. x3"' WS3SCREWS,(1WIdE WOOD USP (20 3/16 'TAPPER«, (10)]MTO WOOD (13]1/4'X 2-3/4"TITEN I9 PER FUNGE)TOCMU(10) IWT .D N0230"31F(CMU) 2]95 SOBS H11C2163 (CMU). ITW ". (1.8)1(4"'z3"W535CREWS, PO)1NN µg00. U5P(203/iL TAPPFRq(10)lNTOWO]D Uel/4x2-3/4'TITEN(9PER FUNGE)TOCMµ(]0)]MTO OD j - LXEDWAR2 2125 SHE LGUM262SD HISER 56R5 (4)SEA' ll4"Wgtlg BOIL. AnChors. WOOD(4)W53 WOOOXREWS. (4)3/8'x4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU,(4)3/4% 21f2G65CREWSTOWOOD m V U I,i 01 Reviewed for Code Compliance Universal Engineering Sciences FRAMING PLAN SCALE: 1/4" = V-0"I 2194 HWY All SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esi gngrou p. com AA #: 0003325 SI `9 1, 4 4 D". i1 S 2"UIBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #6 PROJECT# 04321.200 006R1 MODEL 4EBB "1828-CALI" GR A AGE SWING: wx�//�� LEFT P, AEI FRAMING PLAN 160 MPH EVE. C ARCH!"I"I STATE OF FLORIDA MAR 0 5 2021 MICHAEL I ANDERSON I AR NO 17305 y tr\* R �A. P'� ,a� 03 01 21 SCALE: 1/4'E=11-0" S:FFEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH- (9) 1 Od x 1 z" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 12'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 q' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV COMMON NAILS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8"-x 4'-0" MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAW NGS 12" O/C - FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSSYPLCAL TRUSS/ -IGIRDER CONNECTORS) NOTCH DEPTH 1/4*D O HOLE EDGE >5/8" HOLE DIAMETER < 2/5*D SGL. STUD OUTER I/3 OF SPAN ONLY HOLE EDGE >5/8" BTM. J PLATE STUD NOTCHING AND BORING LIMITS $ HOLE DIAMETER < 315*D DBL. STUD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFANALUFLOOR DRAWINGS FORREVIEW SHEATHING AND APPROVALFASTENER SCHEDULE" (1) SIMPSON H TA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 1 Od x 1 z' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" s W/ 1 Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION ITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2 5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS ` �' x 2 z" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z' x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2, 2x WOOD F SCIA 3" TO GIRDER SEE ARCHITEC URA RAI C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W GALV. COMMON NAIL'S. (2) �' x 57ITEN HD TO CMU AND (18) SDS 4' x 3" 1x2 SECURED / 10d, MASONRY BOND _ SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" 0!C i SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) I BALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2C GIRDER CONNECTOR(S) scaLE:3r4"=1'-0" # 1100 UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL #'1900 UPLIFT (2) SIMPSON HTSM20INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Od TO TRUSS AND (4) 1/4"x21/4" 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" 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) I 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION o : V }} MAY NOT BE iv pJ F REQUIRED BTM: CHORD OF WOOD ROOF TRUSSES �— 1 x4 BTM. CHORD BRACING 6' 0" O/C END WALL OR OTHER '. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION IF 1 U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSEQTIONTYP. BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30 l" TO 60'-0 (3) "X" BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. — 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) —SECURE 2x PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ 2`' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX —CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/' GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES ALTERNATE MATERIALS Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, I FLORIDA 32937 PH:321-802-3591 www abdesigngroup com AA * �Q �3 1' SUBD '17. LOT �h CREEKSIDE U tf PHASE 2 y 1 LOT #6 11PROJECT# 04321.200L006RI " MODEL 4EBB _"1828-CALI" GARAGE SWING: LEFT DETAILS w 30 MPH E�' f if STATE OR 'I w MAR 0 5 2021 ,r MI(:HAEL C. ANDERSON AR NO 17305 mm ®3 0121 DATE- / / a SCALE: 1/4"—V-0" SHEET S PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BT M CHORD BRACING. SEE PLAN FOR LOCATION ECURE 2x6 PT. PLATE TO BLK / 1/2" DIA. ANCHOR BOLT W/2 ASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. LATE W/ 12d s 8" O.C. MAX PRE-ENG'D WOOD II TRUSS (TYP) @ 24" D.C. MAX FOR STRAPPING VERIFY 7� W/:TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0 O.C. MAX. GABLE END BRACING W/ PRE-ENG SCALE'3/4"=V-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 EaMff_a _ CREEKSIDE PHASE 2 LOT #6 1 ' PROJECT�j: �; �� 04321.200 006R1 �;, MODEr. 4EBB 1828-CALI GARAGE -PG: LEA J, DETAILS, �7 3. 6% O MPH E f o- t %a �'," MAR 0 5 2021 s C� EL C. ANDER €� AR NO 17305 RXIAW . 03 01 21 c'a A;[.E: 1 /4"=1' — 0„ Reviewed for Code iEET Compliance co Universal Engineering Sciences n 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 Not SYP DIAG. WHEREX-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'-0" (1)'X" BRACE 30'-l" TO'60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKAT ALL 2x SUB -BAND FROM CENTER TO END. "'A UPRIGHTS OVER 4'-10"HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:3/a"=r-o° VTCR / A SIDE VIEW VTCR SPACING (1) AT EA, AND 6'-0" 0. PRE-ENGINEER�� DVALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Cade F_ III Compliance Universal Engineering LZA Sciences 2194 HWY A1A, SUITE301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 vuww.abdesigngroup.com AA ;t 0003325 �n��ar^..x,^mMM� S 333D LOT CREEKSIDE PHASE 2 LOT #6 _ :OJECT#' 04321.200L006RI� MODEL• — 4EBB "1828—CALI" R ARAGE S WING: LEFT DETAILS gl 160 MPH EXP, C Vdpawom .m ARCHITECT. STATE OF FLORID.., 1, �i MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 DA// 03 01 21 TE: SCALE: 1/4`1'-0" , SHEET Sae IC :.�s4.,.. .158t.SfiRE:.•s3e _s ,a%s: F:-,ti -.? A' A � GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SHALL$E 3(4". GABLE - END STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE.SPF. a 3E 2N 3R 3R 2N k- s 3E a ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". "FS>Fs, �. �, 1I i -, Ike" � ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING; LEDGERS BLOCKING 17 ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEllNOERALCSLA - CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE TMS 402/602-16 AISI S - I SPECIFICATION FOR 8S ON GROUND WHERE INDICATED E DESIGN IO DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. ATED ON ELASTICITY = TREATED. PSI. ALL WOOD IN CONTACT WITH CONCRETE D. W CONCRETE FOR BLOCK SHALL BE A I � 0 ® O V COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-1.6AND RISC SPECIFICATIONS PRESSURE TREATED. PRESSURE BOTTOM PLATE: REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ® O O ® ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL DOT). WOOD FOR STRUCTURAL USE: THAT SHALL BE TREATED FOR ANY V O O O V V SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS SPI KE, USED V 0 O r EXCEPT WHERE A.DIFFERENT DETAIL IS SHOWN.. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT V ®0 O EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN''/" OF HEARTWOOD. O ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THEFIELD. DO.NOT SCALE THE 71-7 O DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT .EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. 2E 1 2R 2R 2E TO THE ATTENTION THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS THEY ARE CONSIDEREDIRE BE TSTRUCTURAL.EBYOTHERS. LADING "A" r ®" "A' rARE NOT SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. V O O O ® THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING : IS COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. ' V OO O ® DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, 119 TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD.TRUSSES: V OO O OO V ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR V O0 O OO V THE CONTRACTOR DHALL.SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION _ STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE. THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. V C9� O O Q O O O O •P DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR HALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 2R O O 2R TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL GRADE 60 INMASONRY DEFORMED BARS, FREE FROM OIL, SCALE, ANDRUSTAND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS .OFASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. V 000 p O 0 V DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL ® O o 2R 2R CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECTTO ENGINEER'S. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED V OO OO O 00 O00 ® ROOF LIVE LOAD FLOOR: LIVE LOAD 40psf 19 20:sf TOP CHORD non -concurrent REVIEW. V O O0 OWOOD TRUSSES. O0O O ® pTYP. MIN LAPS BE AS FOLLOWS:. #4 BAR - 25" 10 psf BTM CHORD -non-concurrent #6 BAN - 36" Iq #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF ® OO R OO DEAD LOAD PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR O DEAD LOAD 15 pat TOP CHORD 20 psf TOP CHORD WITH FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE ANSI/ASCE 7 88: 1990, a 3 « V V V Ti 7 TT V la 2E V S7 V V V V I� 3 _¢ (7 psf w/ ASPHALT SHINGLES) (10 psf w,! No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED. IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED BLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH IQI IQIDEAD LOAD TO RESIST WIND UPLIFT:.1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT HIP ROOF BALCONY LIVE LOAD 60 psf WALL : TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND' CORNERS. DOWEL ROOF .& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING NET (GROSS) ASCE 7-16 (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT. STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER. ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT (EXTERIOR) NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION ZONE 2e = 60.50 PSF (70.50) ZONE 3e =69.80 PSF (79.80) STORAGE: 20psf, HABITABLE ATTICSANDATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES EXTERIOR DO TION OF EMBEDDED ITEMS AFFECT THE BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 2n _ 69.80 PSF (79.80) ZONE.3r - 83.80.PSF (93,80) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS:50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. i STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 2r - 69.80 PSF (79.80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf; STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 'A"= 4'-0" END ZONE DISTANCE 40psf .MASONRY; PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 160 MPH. - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIRE/ VENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY j RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL .COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY. STRUCTURES AND COMMENTAIRIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE APPLICABLE INTERNAL THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS- OFTHE CONTR ACT DOCUMENTS ONLY. NL IT SHALL BE THE RESPO NSIBILITY OF THE CON TRACTOR DIM R TO VERIFY PRESSURE COEFFICIENT:+/- 0 18 PROVIDED BY THE TRUSS ENGINEER. i _ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. i THE TRUSS TO STRUCTURE CON ROOF DIAPHRAGM I'i R ��/Q I I R ROOF/ F/ FLOOR ALL. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL- BE TWO CELL HOLLOW CO CONCRETE MASONRY M REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-9Q' GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING. NECTIONS A. ND LOADS DS SPECIFIED ON THIS P S LAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT FOR ASPHALT SHINGLE ROOF USE ' STRUCTURAL ' 1 "' `L `/ ` DRAVNNGSSUBMITTEDWITHOUT VI REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE. RUNNING BOND UNL SS T - E OTHERWISE NOTED. LAY-UP MASONRY WALLS TO. BOTTOM OF BEAMS BEFORE PLACING FOR AND CLADDING WIND LOAD PRESSURES. TH E DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, I SHEATHING EXP 1(24/16) or 15132„ STRUCTURAL SHEATHING EXP 1 - SHEATHING SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS). ARE PROHIBITED CONCRETE IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH P 32/16 ( ), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" WITHOUT THE E.EXPRESS WRITTEN E PERMISSION FROM THE ENGINEER. WALL INSTANCES, THE CONTRACT ASTM C 476 AND SHALL PROVIDE MINIMUM C DE A MIN COMPRESSIVE STRENGTH � OF3D00 PSI AT'28 DAYS, UNLESS STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A. MAXIMUMS/8" EDGE SPACING) SEE DETAIL I� SCHEDULE FASTENER SCH WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/,A SLUMP OF 8" TO 10" USE ONLY MECHANICAL VIBRATION : ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: TYPE "W OR "S" MORTAR SHALL BE USED EXCI USIV ELY ON T SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK 2 3/8" 9.11 3 170,DD0 RING' RINGS F1667 SCREW SHANK PER I PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 HIS PROJECT. MORTAR SHALL BE WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING R EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A.DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM REMOVE M: HORIZONTAL AND VERTICAL E MORTAR JOINTS s SHALL BE BE TH ICK UNLESSOTH OTHERWISE NOTED R EMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. fi SOIL FOR TERMITE PROTECTION. - THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECINICAL ENGINEER TO VERIFY FILL CIVIL CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL I REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS.: LOCATIONS: FAILING TOMEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHA LL ALL BE RE -COMPACTE D AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THAT THE EXTERIOR SHEATHING USE 1/2" CDX OR 7/16"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH.. ENGINEER. STRUCTURAL STEEL: 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & RAFTER OR TRUSS THE MATERIAL, FABRICATION, AND ERECTION OF°STRUCTURALSTEECSHALL COMPLY WITH THE ' BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION' AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ' INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM ' CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMEANGL INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM (INSTALLED PER MANUF. SPECS:) SEE DETAIL A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBINGSHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/ASOOM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP z F CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO ANCHOR AT BE TH 307 BOLTS WITH DOUBLE NUT,LEVELING. ALL COLUMN 6125/F3125MASES LBOLTS ROOF SHEATHING ATTACHEMEM SPACING ❑ p CONCRETE PLACEMENT. CONCRETE SLUMP SHALLNOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. OTHER BOLOTS SHALLLTS BE ASTM F3E WIL WASHERS UNDER THE TURNED ELEMENT. BOLTS ZONE 1: Sd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD � SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ZONE 2e, 2n, 2E. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD NIH � m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ETC.. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON BUILDING LENGTH THERE IS DELAY 1N SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES; THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING LAYOUT BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY AND ENDWALL BRACING NON COMPLIANCE WITH THE ABOVE. FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS', NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED A, 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): TRUSS 2x4 #2 SYP OUTLOOKER RAFTER WI BLOCKING @ 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: L, ; 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 1-11T FOR #5 AND SMALLER 2" FOR #6 AND LARGER 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/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER: NAILING SCHEDULE 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM EDGES Ud rn . J 1 Q Z Z 0 ❑ Y LU QLL =Z V) U z O x ' a, zW LU a LU � 8d RING SHANK GUN NAILS `L �. SEE "ROOF SHEATHING ATTACHMENT" n O TABLE FOR FIELD SPACING IX 'O FF - W " TYP- EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S EATHING �LU C 0 Ld LU LU #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ U) EQGES & 12" O.C. MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF oa SUB -FLOOR SHEATHING Iz CVCD.. TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS i FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER I APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 Pi FURRING TO MASONRY /GONG CASE HARDENED COIL NAIL 1 1/2 LONG a" O/C GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY C 1 1/2" EMBED., 4' END DIST, . TO MASONRY/GONG. NO WASHER FASTENER 8 O/C 1 1Y' EDGE DIST SGD, AL. EXT DOORS 1x PT, CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR. BUCK 3/8" DIA OR 16" OfC (3/8" DIA ) SEE NOTE.6 NAIL 1 1/2" LONG - STAGGERED INTO MIASONRYlCONC. TO MASONRY/CONC. 112" DIA EXPANSION BOLT 4" EMBED., 4" END DIST., W/ WASHER/+ 24" O/C (1/p2' DIA) EDGE DIST. WINDOW BUCK PT. CASE HARDENED COIL 9` WINDOWIDOOR/FASTENED METAL STRAP TOix I-I� p �+3" p SPACING CONTACT I rIIJ(�E NVINEEII-r-FpOIL THIS SEE NOTE a STAGGERED INTO MEMBEDV6C CONC. Jf-F1l,iINV .NC.MASONRY! rl REQUIREMENTS EXT SWING DOOR BUCK 2x PT, SEE NOTE 6 3116"DIA DON!.IAF„(' NO WASHER FASTNER IA OIC END . NON BEARING WOOD 12 EXPANSION 4" EMBED. 4" END ;i DIST, 1 1/2' EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST_ 3" EDGE DIST I! 2x PT WINDOW BUCK PT i0 STEEL COL., SEE 0.138" PAF x 2 1A3' 9" O/G 4" END. DIST, 1 1!2" WI WASHER NOTES 'I STAGGERED EDGE DIST NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EX IERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS FOR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS'THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED. W/ TAPCONS OR PAF TO THE SUBSTRATE. Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 j INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.Conn AA #: 0003325 3"BDE im „44k q' W M '• CREEKSIDE PHASE 2 LOT # 6 P'1ROJECT# 04321.200 006R1 k, ODFL A 4EBB 'y1828-CALI" h � .,ems GE" -_F.� q � .4F '' 1:4'8. "r ARCHIT STATE OF FLORID �J 55 MAR 0 5 2021 R MICHAEL C. ANDERSON AR NO T7305 ,01 #17DATE: 03/01/21 SCALE: 1/4" V-0" " SHEET S I �1 JL V 4 I A . I a ;r i ,r µ y L Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as #L17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation do masonryetails.For anchoring through frame into (+38) / (-48) (+50) / (-50) Doors / concrete use3/16" tapcons with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry /concrete use 1/4" F1_15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Non linpact ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ Doors 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 112" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420Aluminum SGD MI Window and I Non I npact / concrete use3/16" tapcons with sufficient length to achive a 11/4" minimum Doors embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2) / (-48.2) installation details. n i 1 4 concrete screw 6' edge distance / head 4 edge distance g @ g @jamb, 4' each side I Opaque single I� of transom centerline to bucking. Fastener spacing @ 15" 0/c max. @ head and jamb. FL20461-17 R6 { 12/31/2021 door with transom Smooth Star Therma-Tru NyA I Min. embedment of all anchors to be 11/4" 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+36) / (-47) (+47) / (-47) FL161073 R13 R14 ( ) 12 3 / 1/2038 e Double Garage 16.2x� 73 W6 Clo a Clopay N I / A (+29) (-35) / (+36) (-42) / RENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with l 1/8' OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A 1 9 3 / 2' thread penetration into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) / (38.3) t 3/8" Simpson Titen--heavy duty screw anchor with 2 3/4" embed mint" between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage g Series 170-175, 177, 18 0- Overhead N (A ! and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia: heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 j 12/33)P024 Roof IKO SHINGLES IKO Cambridge NtA above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A I into shingle surface. p Miami -Dade approved corrosion nsistant tin caps and 12 ga. 1-1/4" annular ring, shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5259.1 R32 12/23/2023 Underlayment Polystltk IRxt Folyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment Shield Granulated ', Owens Corning N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB 1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A fL19567.2 R2 9 21 2026 / / Off Ride Vent g M M1 MILLINUM METALS N A Install per manufacturers recommended requirements. p q N/A N/A (ALTERNATE)/ FL33919.1 RL 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (46.1) Install per manufacturers recommended requirements. FL15272.1 R4 (R5) 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete /masonry, 2 1/2" min. edge distance; 12" o/c max. spacing. Can be headed N/A (+47)/(-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / mason 2 1/2" min. edge distance, 12" o/c max, spacing. Can be headed masonry, N/A (+45)/(-50) 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 RS 6/27/2021 Zip System Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A N Sheathing I James Hardie Install per manufacturers recommended requirements. Rev awed for Code lank Building Products, N FL13192.2 R6 12/31/2023 Lap Siding CerRo g A ompllance . Inc Univ sal Engineering lances I Joists (2 Story I ESR-1336 N FL1392.1 A :Install per manufacturers recommended requirements. R7 1/1/2055 Only) c I CONTROL DATE 330!21 _ I I I I 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 'XY393DIV. as LOT- ' T LUCIE COUNT' MASTER PA PROJECT* ^' MODEL EXPRESS; SHINGLE' -1GARAGE STIMG: PAGE: 0 MPH 'XP. ARCHITECT: STATE OF'FLORIC J / . LIAR 3 :0 202`d MICHAEL C. ANDERSON AR NO 17305 0-➢� s r:up FIR31�yzT 03.30.21 DATE: SCALE:1/4"-1' 0" SHEET P Al