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HomeMy WebLinkAboutBuilding PlansSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. M�M� A-I F_ -I - i 7 ..��vvwv&`m0ft\ 1430 CULVER C)RIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS -FLOMDA BUIIDING CODE, RESIDENTIAL, 7TH �EnDMON (2020) �7� ll1�L -ALL LOCAL D STATE CODES ABV A C ALT. ALT. ABNE AIR CONDITIONING ADJUSTABLE ALTERNATE LAV. LL'M. M.C. MPR. LAVATORY LUMTNOUS NIANUFAHCABINET M 1NUFACTURP,R DATE DESCRIPTION 01i1i7/18 GD'S ISSUED OIA5/18 2011 FBG UPDATE -OCCUPANCY — RESIDENTIAL, GROUP R3 AMP. BD_ AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 01116AB CD'S RE -ISSUED -CONSTRUCTION TYPE - VB CT. CF,NTER LINE MTD MOUNTED 02/21/18 SIDING ELEVATIONS ADDED -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH CAB. CLG, CUR CABINET CEILING CLEAR TvITL. N.T.S. O.C. METAL NOT TO SCALE ONCENTFR 03/26/18 CD'SRE-ISSUED Vasd=124 MPH -EXPOSURE - C -1—STORY RESIDENCE — CON(. C PE C TT D. CONCRETE CARPET CERAMIC TILE DRYER Pi, P.B. PH. PUT. PROPERTYLINF PUSH PHONE BUTTON PLATE 04/19/18 FOOTING REVISION PER M. BOWES 06/21/18 CDS ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DBL. D_G- DIA. DOUBLE DUAL GLAZED DIAMETER PLYWD. PR. P.T. PLYWOOD PAIR PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM- DISP. DIMENSION DISPOSAL R. RAI). RISER RADIUS 03/28/19 REVISED LINTEL 51ZE AT FRONT ENTRY DOOR DP. DR DEEP DOOR R.A.G. REF RETURN FRIGERAIR TORTI:I. REFRIGERATOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (P SQ C���� 04/24/19 REVISED HVAC VOLUMES ON SQFT GALL SCHEDULE (MELBA .FT. D S DEL. DOWNSPOUT DETAIL RM. R.O. ROOM ROUGH OPENING D.W. DISHWASHER S.0 SOLID CORE EXT DR 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) LIVING 1916 SQ. FT. EA. ELEV EACH ELEVATION S.D. S.H SMOKE DETECTOR SINGLE HUNG 06/21/19 ADDED LED LIGHTS 6 KITCHEN 4 BATH PER MARK 50MS GARAGE 430 SQ. Ft. ENTRY 16 SQ. FT. LANAI 80 SQ. FT, EQ. EQ. EXT. F.G./FX. EQUAL EXHAUST EXTERIOR FIXED GLASS SHELT. SITTUC SHWR, SIM SHEET SHTHINCi E SHOWER SIMILAR 01/19/19 ADDED STONE OPTION ELEVATION 4 (TAMPA) OPC D 013/11/19 _ ELEVATION 'G' SIDING -ADDED LOUVER ® GABLE ROOF 10/25/19 ADDED OPT. 8'-O' CEILING HEIGHTS F G FILE1. GAS SL SLIDING TOTAL 2442 SQ. Ft. FIN. FINISH SL GL SLIDING GLASSPT.R. 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS - FLOOR STD. STANDARD A/C VOLUME 16411b CU. FT. FLUOR. FR DR FLUORESCENT FRENCHDOOR SWS SHEAR WALL. SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS GA.GA. FOOTING GAUGE TEMP. THK THICK DGLAs9 THICK 04/09R0 OPT. B'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER_ GAR. DISP. G F 1, GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. TOP OF CURB TOP OF PLATE 04/09410 OPT. B'-0' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY , 05/06/20 ADDED ELEVATIONS V 4 "' (ORL) INTERRUPTER T O,S, TOP OF SLAB GL. MASS TYP. TYPICAL 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. H_C_ HOSE BIB HOLLOW CORE V.P. O"IHERWISF VAPOR PROOF 101/01/21 _ 2020 FBC UPDATE HDR. HEADER W. W'.ASHER HGE OR ITT HEIGHT W, WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WDW. WINDOW W/H WATER HEATER W.T. NVROUGHT IRON 1 N j a it i � 1 vy -mod i INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—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—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl --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 SN1—DETAILS DESCRIPTION DESCRIPTION ©`A - 100 j E ED 2021 Permitting Reviewed for Code ComPilannce ee Ing Universal Eng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 4.AA #: 0003325 SUHDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# , 04321.200 009R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA LAB 7- 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=V-0" SHEET CI GENERAL NOTES WE WORK TIMBER 1; ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(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 DOCUMENTS AIRE 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 EXTERIOR 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 DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SH LL 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. 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 WORK 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 I. 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 THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH'TH WORK 5 ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSI NS IN THE AND COMPACT T ° MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH A TM D1 7-2 12 EL THE CO C O 95 /o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z' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT ENGINEER, 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 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 CLEANOUT;S 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 DRAWING, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE: A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 TERM ITICIDES, INCLUDING SOIL APPLIED PESTICIDES, G. 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 2. 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 BE EQUI PED 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 NO 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 1-318 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 NWHES 3: I THE WALL R CEILINGS SEPARATIN AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING E S 0 C G THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEIRFlASTERI 1. WHEN PLASTERINGWITH 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" MIN. RIG D 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 OPENINGS INTO THE THAN 2 COATS, 112"'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. i2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH PER R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT; ASTM-C926-18b ASTM-Cl063-19a&ASTM-C1787. 4. AS SECTION 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALI 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 OR EQUI ALENT "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR-CEILINO ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LS BE __ PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-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. I FIRE RESIBTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. E7(TERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBER T i� S. HE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS T 8 0 BE SECURED TO THE FRAMING MEMBERS WITH 1 ,, ,, 1 4 TYPE W DRY WALL YWALL SCREWS AT 12 O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERI(ATKIN CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. j IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE T Y PROVIDED 0 B HE BUILDER. THE. BUILDER U U ER ASSUMES ALL RESPONSIBILITY FOR E INTERPRETATION F THE CONTRACT 0 0 .CONT C DOCUMENTS AND FOR CONSTRUCTION OBSERVATION. ,� II Reviewed for Code Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RIM) s ...m ,. _T . T _r . , i - - -0277, SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #9 M, k{ PROJECT# 04321.200 009RI MODEL: ") 4EBB "1828-CALI" GARAGE SWING: LEFT PAGEI: �.l ;GENERAL NOTES C x I a I IPH EXP. C q ARCHrrECT- STATE OF FLORIDA FEB 2 2021,,:, MICHAEL C. ANDERSON AR NO 17305 n. PRINT DATE: 02 26 21 SCALE: 1 /4"=1' - 0" SISEET G GROUND WIND DESIGN SEISMIC 1 ou=�Jt�i ICJ PAI' QQI tFCCJI' WINTER'Cr SNOW SPEEp 70POGRAPHIC DESIGN WEATHERING' FROST LINE TERMITE PESIGN UNDER LOAD (MPH) EFFECTS" GATACsORYr DEpTµb TEMP• RE NA 160 G NA NEGLK= E NA VERY HEAVY 42 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION MC R302.9.1 THROUGH FBG R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION NBC R302.10.1 THROUGH FBC R302.105 121 6-011 0 ro _� (2) 3052-6I-I co r- R BARRIER FLOOD Alai MEAN TLAYMENT HAZARD a FREEZING ANUAL auIREDh INDEXTEMP! NA IsEE suReEY NA NA 10,_0 12'-4" -- 0- 27'-0 10'-0" I 0'-4° I LANAIVEM I I 8-81 CIA I 6068 B.G.D. I 5 (2) 3052-5H LIVING 7= ROOM G MDa c0 — BEDROOM #1 a -B' c� ROOM r N 8'-9' cL G 8'-8' CM — 8 _�n C_ v 4 ti' m � BATH � �N 2X8 N �r 4'_8 4'-4 m ----- G w1c. = b36 -b' WAS I I- Ir - -- - - - SHWR. PANV. C i W/ NG 2( 1 e 1bFrn 1 �t y¢•� - • JiI • Q 1� b3b - Al b3b \ • = r a 'fi �, c0 I I I I ti' ,� BEDROOM #3 C 7- 8'-8' LG. B F — 22'x54' 1 ATTIC 4GGESS � - 0 I I ® WC. 11 o LAV. AS REQ. co 1 PER BLDG. � all AI ui ry,� 8' 8 C1.G. �� CODE GARAGE 8 V-8' C1G G — V. . Mw .. 0 16'-0'x7'-O'o.HD. - EGRESS 2 --- ------ ------ ®I 2'-8" T25" 3'-10° 0'-2" 39'I-8° FLOOR PLAN SCALE: 114" = 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 ORHOINEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO 5E 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 13E R-30 INSULATION A13UVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUt-1E CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAG CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION: BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OY$RHANCs SEPARATION U-VALUE SHGC 0'-4' 32 25 41�8' 35 29 3 1'-0` 0'71 35 29 35 29 83 32 35 29 29 SQ.FT. CALC. S LIVIIWs GARAGE ENTRY LANAI IV& SQ. FT. 430 SQ. FT. 16 SQ. FT. 60 SQ. FT. TOTAL 2442 SQ. FT. 1j A/C VOLUME 16477b CU. FT. COpPONEW AND CLADDWQ WIND LOADS BASIC WIND BOWM FOR 3 SECOND GUSTS OPENINGS 8011AfE ZONE SO MPH WIND NO FEMARKS AND TYPE FOOTAGE MIN. WINDOW CRITERIA 10 5 34/-45 EXTERIOR SWINGS 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8070 O.H.D. 56 5 29.7/-313 Il 12'xl2' SOFFIT 1 5 3-13/-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. COMML 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. i I ARCH DTL, BR SCALE: 1/2 1'-0' �1 _4 -7r' TOP PLATE ] 0 BAR DETAIL A SCALE:., fWiewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 �H; 321-802-3591 www. a bd es i gngrou p.co m AA #: 0003325 .Ewen. 2- ,yOy i q y f :? i °I { �I N i; { tl �I SUBDIV. 8e LOT: CREEKSIDE PHASE 2 I LOT #9 PROJECTS 04321.200 009R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: r FLOOR PLAN i 160 MPH EXP. C ARCHR'ECT: STATE OF FLORIDA `FfB 24 20�1� y:: MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'—O" SHEET /` +/-l'J'-O" 5LDrz- I4C=T f=YPON LV12X24 OR EQUIVALENT 5'-5" 5RG. HGT. EQUAL TO CONTROL JOINT (T'I'P.) ------ ------ Ea ;=a 4 12 5 EQUAL TO -CONTROL JOINT CTYPJ Ea. EQ. FRONT ELEVATION. SCALE: 1/4 = P-0' TEXTURED FINISH NOTE: UJALL FENESTRATION FLASHING AS PER F5CR 103.4 Iz 111E 'A am 11-0. 3Rt u 1■ \4JA Ty,* - I II 0'-0" FIN. FLR-,4, - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — -- LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED r-INI-97 SHINGLE ROOF r-yPoN 15KTIIXII OR EQUIVALENT 1-4r=T. 11-011 DECORATIVE SHUTTERS OR iauIVALENT P. 4' RAISED BAND (TYP.) oO'-O" FIN. FOR. p1m FRU&-11F.011 i 01`:F RIDGE VENT OFF RIDGE VENT -8" ❑❑ I A Ay Imo' t1 TYP. oo'-o" FIN. FLK — - — - — - — - — - — - IREAR.. ELEVATION SCALE: 114. = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 IIE _ �� A 5RG. PGT.,, 11-011 -011 Typ. 0'-0" FIN. FLR.s J-! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Trl- Rw �GHT ELEVATION 3r—,ALE, 6I/4 = I'-0' TEXTURED FINISH 7.7 '.6L51-511 5RG. HCzT- -011 -0" FIN. FLR. og'-O" FIN. T=LR. 2' i. r 7k 11-41 DECO. DTL. , MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. .NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 2450/300 8.17 SQ. FT- 8.17 = 1176 SQ. IN, MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC 470.4 SQ. I N. (RALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA 138 SQ, IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 3.41 TOTAL ft OF VENTS PROVIDED 4 SOFFIT VENTI LAT[ON AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance Universal Engineering 1B Sciences 2:194 HWY AiA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A 111iii— mmmmmmmmmwzv SUBDIV. as LO-P. CREEKSIDE PHASE 2 A LOT #9 3PROJECT# 04321.200/009RI MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT ]PAGE: ELEVATION 91 D Pi 160 MPH EXP. C ('3H 7A; rii ;A.rE STATE OF FL,04T""V'rA ,,FEB 2'iV 2021'- MICHAEL-O.-MILDERSON) AR NO 17305 PRINT DATE: 02/26/21 SCALE: 1/4"=1P-011 SHEET A2D ELECTRICAL LEGEND SYMSOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE �! 110V OUTLET Z# 110V OUTLET 1/2OF OUTLET WIRED TO 6WITGH GFI 110V OUTLET EQWPED W/ (TAM INTERUPTER (TAMPERER RESISTANT TYPE) i; 1 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH 1.61 SWITCH 3-WAY OPER !t4 4 SWITCH 4-WAY OPER I� WALL MOUNTED 1 f LIGHT CEILING LIGHT O LED CLG LIGHT © VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN .F PENT. FAN m1t � I CAM PER SGi F-T. VENT. FAN WILIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (15MC'S TBD BY BUILDER) .,, 41>01 FLUORESCENTL.I Z-BULB WRAP ® AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT Z-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT p p II 4' TRACK LIGHT Q PANEL METER ^� RATT. BACK-UP SMOKE DETECTOR LW WARDWIRE WALL MOUNTED BATT. BACKBATT. BACK-UP S.D. SMOKE DETECTOR W/ HARDWIRE A�� ITT. B�{- IP W1 S/GO CARBON MONOXIDE SMOKE DETECTOR C.G'60 WARDWIFE INTER-® CTED SHALL BE A DISTANCE SHALL BE A DISTANCE OF NOT LESS THEN 4' _ FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT --. AIR CONDITIONING TO BE' DISCONNECT SEE U OUUNO. THIS SHEET I-� TELEVISION JACK CEILING BOX REGiUIII&D OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n 24' INCANDESCENT n LIGHT STRIP nno I 36' INCANDESCENT LIGHT STRIP nnno FE b 40' INCANDESCENT LIGHT STRIP .,- FLOOD LIGHT l KEYPAD I -E PJ3. PUSH-BUTTON 9 FOR CHIMES ~s USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED i 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. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER .ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). SELECTED AND • ALL LAMPS SHALL BE BY BUILDER 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, lth EDITION R404.1 CEILING MTD. LIGHT TO SE INSTALLED, PROVIDE J—SOX FOR OPT. FAN 11.1 OPT. — — — — — — — — — — COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' WP Panel MAIN - A PANEL: 8116 v+p cri. breaker VOLTAGE: 120 /240 V -1 PhMAIN: 150 Amp M.C,B FEEDER.3 #1 CUTHVVN&1 #6Cu(G)Ir11'1/2"C OR 3-#2/0ALTHWN&1-#6Gu(G)in1112"G. Wire Pole. Bkr Descriptioni watts Circuit Circuit Watts Description Bkr Pole Wire #12: 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12' 2 20 Irrigation Pump — 1000 3 _...:5 4 Space 6 5304 A'C C U,-1 35 2 #8 Space: 7 8 PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 f240 V -1Ph MAIN: 1<50 Amp M L O. FEEDER, 3-:#1CUTHWN&1-#6Cu(G)in11/2 C. OR 3-92/0ALTHWN&1 #6Cu(G)1n11/2"C. Wire Pole Bkr Description!, Watts Circuit 'Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1 1500 1 2 8000 Range 50 2 #76. #12 1 20 Microulaef Hood GFI— 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #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. #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 1 15 15 Foyer /1-fall Bed. #2 & #3/ Bath #2 Lights AFCI Llang Room Lanai Lights AFCI 900 900 13 14 6000 Dryer GFI 30 2 , 910 #14 15 16 #14 1 15 Kitchen and Pantry Lights & Rrpts AFCI 900 17 18 1500 Washer GFI 2D 1 #12 #14 1 15 SID & C/O AFCI 900 19 20 1000 Garage Door Opener GFl 20 1 #12 #12 1 20 Laundry ! Bed #4 / Den AFCI 1200 21 22 1200 Crarag2 Ughts Receptacles GFI 20 T #12 Space 23 24 900 and Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space :27 :28 900 Exterior Lights and Recept GFI 15 1 #14 Space — 29 :30 1000 Inigallon controls onl 20 1 #12 FEE Space 31 32 Space Space 33 34 Space _ Space 35 36 Space Space 37 38 Space #8" 2 35 A/C AHU 1 (Heater 5 kVA:at 65% 5525 39 40 Space 41 42 Space Load subject to demand %ctcr calculatiens /:Ilrre 1131a00 V600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER LOAD GFI; GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First ° Rema10000wattt of 40 0% 1.0000 Total A/C load 10029 LOAD CALCULATION I5 BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts 1 240 volts-) --- 142,8 General Lighting & Receptacle Load Total A/C Square Feet 1628 General Lts & Rec 3 W / Sq,. Ft 5484 HI -Hats 1 at 65W/LI ht at 100% 65 Total General Lights & Rec (Watts) 15549 Ckt # wattslckt Total I watts General Us & Rec Panel A 1 91 6171 5549 LED LIGHTING L DOUBLE LAV. MATH M SO AMP ELECTRICAL RISER mar TO eCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'ITH EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 4/0 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. 5ATIH 02 PROVIDE 302/0 CU, TF#W + 1% CU IN 2' CONDUIT OR 3 e4/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANG: COMBNATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150Al1P MCB TELEPHONE SERVICE ENTRANCE EG7)IPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE MOUIPMENT --.-1 04 CU SERVICE GROUND CONNECTED To CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/6" DIA X S FT LONG COPPER CLAD GROUND ROD Reviewed for Code 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 w w w a b d es i g n g ro u p. co m AA #: 0003325 fi 5 � 1 � I � 1 I i I I + 1 I � i I � I 1 � � 1 t. 1 sh 1 �\\a g V ON 4A0 C\a r, a, Wd sui9p v ee LOT •.'; CREEKSIDE PHASE -2 t# LOT #9 PROJECT 04321.200 009M "`I MODEL t.} 4EBB "1828—CALI"a GARAGE SWING: LEFT PAGE: ag ELECTRICAL PLAN 160 MPH EXRL �1 ARCHITECT: STATE OF FLORIDA i 2 4 202t-\\ AR NO 17305 1 I19 UN W DATE: 02/26/21 SCAT :1/4"=1' — 0 `` SHEET El s d PLUMBING PLAN SCALE: 1/4 = 1'-0' A-4 KITCHEN SINK Ul/ AUTO VENT 1-1/2' VTR i (ALTERNATE LEFT) PLUMBING RISER DIAGRAM T D dN :HT) 2194 HWY A1A, SUITE 3( INDIAN HARBOUR BEACI FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.cor AA #: 0003325 SLTHDIV. 8e LOT. ', CREEKSIDE PHASE 2 LOT #9 PROJECT: 04321.200 009R1 MODEL: 4EBB "1828—CALI" G.A.RAGE SWING: LEFT PAGE: PLUMBING rj PLAN r A 160 MPH EXP. C , ARCHITECT STATE_OF FLORIDA cam' 2I2f- UVbtRSON Mlci CC- AR NO 17305 02 26 21.,; PRINT DATE: SCALE: 1 /4"=1' — 0'2 Reviewed for Code Compliance ®Universal SHEET Engineering Sciences �i f LANAI 9' 12Xi2 12XI2 OWNER'S DINING LIVING ROOM SUITE ROOM 10X6 I 10X6 120 CFM I I 10X6 10X6 5X4 — — — — 120 CFM 120 CFM 45 O CFM 6, — ---- 6�------- ® 0 I I 454 5' I 4'— ------ W.I.C. I SX4 ^--- 45 GFM 16 F. i 10X6 120 CFM "--- G 8X4 Ktj LL____J45 CFM 75 CFM I i -- 51 LL -J 'Iw 12X I I 12XI6 I DEN PH 5 ® 411 LOUVER BDRM.#3 16' I I PLANTATION 1 1180-04 2'8' 11 1 IMAX AIR 10X6 f 11584.15 CFM l5 CFM I I I 11 12XB PA I 4' 4' o T L-----� - 8X4 I 6' o o 45 CFM II 45 CFM II CFM Izxa I PA55 T1-IRU BATH 2 El GARAGE 10X6 FOYER 120 c - /o BDRM. #2 R-VALUE SCHEDULE FLOOR 5LA8 ON GRADE R-0 EXTERIOR WALLS CMU - MT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 ff I` r �V 4y r sUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBBr "1828-CALI" GARAGE SWING: LEFT PAGE: n MECHANICAL ' LPLAN MPH EXP. C PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" Reviewed for Code SHEET MECHANICAL PLAN Universal Engineering SCALE: I/4 = I'-0' sciences m N PER_FLR PLAN 1/2' CLG_ 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ IOU MASONRY NAIL a 32' O.G. MAX 01.01 FIN. FLR. IYA T/ = CI ATO ,ISS 2X4 WOOD STUDS e24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 241, O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = i' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS --j' MTL. DRIP EDGE 2x FASCIA PER -O ELEVATIONS TYP. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND 77 CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN- FLRJiik 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8, OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/2125 METAL STUDS 24'O.C. 1/2" DRYWALL 20 GA METAL TO INSTALLED IN WA3 5/8, OR RECEIVING UPPE5 3/8" LOWER CABINETSBOTTOM AND TUB/SHOWERCHANNEL GA. METAL TO BE(25 GA.) INSTALLED IN ALSECURED OTHER WALLS. STTO GONG TO BE SPACED 1FLOOR W/ O.G. AT 2ND FL003/4' PAF E WALLS ADJACENTTO WOOD STAIR WELLS ANDFLOOR W/ BATHROOM WALL1/4' WOOD TILE FINISHSCREW WOOD BASEBOARD_ SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL J PER ELEVATION 1—STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) P 1) SCALE: 1/2' =1' -0' 5" DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE 2A)PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 90r2ll. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER REFERENCE ELEVATIONS STRUCTURAL VENTED SOFFIT PRE-ENG TRUSS WALL SHEATHING THICKNESS AS PER MTL. DRIP EDGE SHEET SNI. SECURE PER FASTENER SCHEDULE 2x FASCIA PER ON SHEET SNi ELEVATIONS PRE-ENG. GABLE TRUSS VENTED SOFFIT WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. �. a .d d H W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=I'-& SYSTEM 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE [1, ASTM D 4869 TYPE IV, OR ASTM D 6-151 '�'—R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU I/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 8' CMU 9 11 -CAULK AND SEAL `. ' --Gaa LINE NOT CUT \�I;' 'VC SLEEVE FOR we LINE BOND --.' CMU AM - - ' Im arr. W. ep. BARS s—wo°° eAae • d' ° 2B GAS LINE _THRU BLOCK D 1 SCALE: -2X4 SPF 24' O.C- MAX.--,, SECURE W/ (2) 12d NAILS e EA. END 2x BLOCKING BETWEEN TRUSSES ---PER STRUCTURAL DETAILS -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS FI INSULATION R-VALUES J,PER ELEVATION 5/V GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 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 SASE IR' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMS PER PRODUCT GALv. STEEL -- APPROVAL REQ VERTICAL TRACK SY MALF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROvAL REa CORDER BEAD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT< SACKER ROD WEATHER STRIP MOULDING ALL AROUND (6Y DOOR MANUF.) OYER44EAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 1 I/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE `-MTL. DRiP EDGE 5 \ 2x FASCIA PER ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE '.' ON SHEET SNI. a PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a: a: CMU 0'-0' FiN. FLR 4. m. d a .° °a" °.. da n W/ WINDOW OPENING n TYP. WALL SECTION L NO OPENING 5 1---STORY GABLE BLOCK WALL fil 7 SCALE: 3/4'=i'-0' Note: WALL FENESTRATION FLASHING PER F15CR'103.4 - Appr,oved corrosion-reefstant 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 -711. All exterior fenestration products shall be sealed at thea juncture with the bufldfng wall with a sealant complying with AAMA 800 or ASTM Ce�0 Class 25 Grade NS or greater for proper „joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluickappiied membranes used as flashing in exterior walls shall comply with AAMA -714. The flashing shall ex tibviewedfor Code the surface of the exterior wall finish. 93 universal MPliaEngineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT- f EB; 2 4 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 212 26 DATE: 0/ / SCALE: 1/4"=1'-0" SHEET TOP: 2X6 P.T. in CENTER OF DOOR HEADER SECURED W/ (I) 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 S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT 0 o o SECURE 2x4 oN FLAT TO ELK �' �0 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR �0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' of THE BTM, (3) EVENLY SPACED. 0 0 0 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 2X4: IZI 2X4: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 18' O.G. MAX END 4 IS' O.G. MAX SPACING. SPACING. SPACING 2X6: ® 2X6: ® 2X6: CIM SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS W/(2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. 8' CMU MIN. EMBEDMENT 1 1/40) MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END I/2' DRYWALL 4 18' O.C. MAX SPACING. 4 18' O.C. MAX SPACING. 4 10' O.C. MAX SPACING 8' CMU Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 1'X4 ❑ 2X8: ® 1/2' DRYWALL 2X8: ® I/2' DRYWALL ' 2X8: ❑ 1/2' DRYWALL EXTEND 1-114' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4 SECURE TO BLOCK I1X4' BLOCK W/ 3/16' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/16' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 7/16' OS.B. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 1/40) MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN B' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 18' O.G. MAX 4 18' O.C. MAX 4 IS' O.G. MAX 4 18' O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" DOOR JAMB TO BLOCK +1 15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3/4" OR +5/4" /� WINDOW TO BLOCK +1 15/16" �WIND0� W TO BLOCK +3 7 16" E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: 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. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 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: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINGz 2X6: 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 16' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 15' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE it SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. S' 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 +2 1/4" INDOW TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/ 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO 5LOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 Is, OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I_NI 8' CMU 10 I/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER mAmurAGTuoPP5 nKTdll S NU It: OMIT AO NttUtI7 I U F'I.UMP5 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �WiNDOW Tn Ri.nrw +s" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MINL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�II 8' CMU 1/2' DRYWALL C� 1'X4' P.T. NAILER j a - 1' P.T. X 4' MIN. r— DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOORJAMB TO BLOCK +3 3/4" /Z n[DOW TO BLOCK +3 3/4" _ DRYWALL �u ... IX FURRING X W RIP 2XIO TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK KREQUIREMEN' ReviewedtorCode Nae. Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A 0 ox Z SUBDIV. 8a LOT: CREEKSIDE PHASE '2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/26/21 SCALE: 1/4"=1'-0" I a 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' OG. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %, LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY 1 THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIP15ER BUILDINGPAPER APPROVED METAL LATH FASTENED oi' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR T/I6' ZIPSHEATHING SYSTEM (INSTALLED PER \ e TO }° GAP MIN. LATH SHALL NOT 6' e' 6' e' BE CONTINUOUS MIN. N MII1 I THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CIM3 \ PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR —� STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLP INl • FT. A OI. FOLD INWARD PT. A s. cReAM • Pr. B 3. GREASE • PT. C ® ®FOLP • TT• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING—� DRIP EDGE: OVERLAP 3'. EXTEND I/!' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.G. MAX I. FOLD INWARP • Fr. A 7. CREAGE.PT.B E OI. FOLD INWARD • PT. A 2. CREASE • Pr. B 3. CREASE a PT. C 4. FOLD PT. C OVER PT. STILL PT. C TOUQ-E:6 BOTTOM FLANGE li) L WATER TIGHT REAL. FOLD, 2a SM CUT. �J' THICK, 3 COAT CEMENT PLASTER (F RAME1, IR' 2 COAT CEMENT PLASTER (CMU) WRB LAYER v2, FORTIMBER BUILDING PAPER(FRAME ONLY) WRB LAYER •I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP Will APPRO2S I J? ABOVE SHINGLES (FRAME ONLY) W RAME OR CM XTERIOR : FRAME FASCIA WRAP Ill WALL FLASHING KICK -OUT FLABN HG ME NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE II / I" MIN. LAP m METAL LATH 1 —t LATH VERTICAL LAP TO BE 1' METAL LATH 77'-� WRB LAYER 01, STUCCO WRAP 16" MIN PAPER LAP BELOW ONLY �, / LWRB LAYER $2, FORTIFIBEN11R BUILDING PAPER 2 APER LAP SCALE: 11/2' • 1'-®' ® KICKOUT DETAIL GHT SEAL (BEND OR 2.Q NOT a)r) I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD£ SHEATHING - NO NNE OR T/16' ZIP SHEATHING SYSTEM SI DE LAPS OF METAL (INSTALLED PER MANUF. SPECS-) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT NTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHNG SYSTEM (INSTALLED PER M,ANUF. SPEc -) 6' MIN. LAP AP - LATH AP ®PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN Will LAYERS, TEARS MAY BE PATCHEp & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK Z z ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.S. -1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER k oQP. 61#1"41bo OR CMU WRB LATER *l, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATI-1 (FRAME ONLY LAP WRB E TAPE OVER ROOF/WALL SCREED 5"X5' "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLAS HXNG- 4"x4" SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE Qr WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND 1' OR LESS PIPE-- ;-::;;;; I PENETRATION CUT AND OVERLAP ONE SIDE OF---� SELF -ADHERING MEMBRANE FLASHING STEP *I INSTALL FASTENERS (CLIPS, -- STRAPS, STAPLES) AS REO.UIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 314 I' c'. Wx6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING: OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE Sy-Epj CUT AND OVERLAP ONE SIDE OF FLASHING EKING MEMBRANE WRB LAYER •I, STUCCO WRAP WRB LAYER n, FORTINEIER BUILDING PAPER --- METAL LATH 6'x6' 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 �%I 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 ASH M C 1063-19a, or ASTM 1787, N TRATION DETAIL (FfR 1„E) VIA DRAINAGE FLANS (UJIR3 LA*rEfR 1l STUCCO LU1RAF) LOR5 LAIi EIR #2 (FORTIFIBER...... —'—'- 5UILDING 1`'AFER) 1"IETAL LATH x x x x STUCCO . °.. .; °...: n• . WOOD O1R 7/1roII ZIP' WALL SELF-ADHESIVE FLASHING — — — — — — NOTE: 1"fETAL LATH: LATH TO 5E FE1R SECTION FR103.11 / AeT1„I C-8-'1-1-4a) 1„IIN. 2.5 L55. FE R SO. �I AfRD C UT I L I T1r OR NOl"I INAL LATH DOFS NOT 1`lEr=T SFECIFICATIONS) Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrTECT- STATE OF FLORIDA FEB 7 4 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 2126 DATE: 02 / / Sill 1/4"=V-0"' SHEET Y 4 A I NOTE: INSTALL 6' SELF -ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDES) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE 6' SELF ADHESIVE INSTALLATION PROCEDURES SEQUENCE OF FLASHNG TO BE: OVER TOP 4 SIDES I BOTTOM 2 SIDES 3 TOP �/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR VENT GAP fS t0 BE SET IN BED SELF WOOD SHEATHING I OF SEALANT AT TOP AND FLASHING ` WRB LAYER "I, I� SIDES ONLY. SEALANT IS TO BE STUCCO WRAP TOOLED SO AS TO DEFLECT UNIT c.WATER AWAY FROM JOINTS. WRS LAYER FORTIFIESE R I., PREMANUF. DRYER BUILDING PAPER E-Z BEAD ALL AROUND .. VENT GAP (SET IN METAL LATH r VENT -APPLY SEALANT ALL WOOD �/8' TEXTURED � I X JOINTS AND INTERSECTIONS CONT. SEALANT) I I: CONSTRUCTION FINISH ® WOOD APPLY SEALANT AT PERIMETER OF FASTEN 70 WOOD STRUCTURAL SACKER ROD NON -MOVABLE FRAME AND STUCCO MEMBER ®T' O.G. MAX ON ALL SIDES, Y4' CAULKING + JOINT SEALANT a a' crlu �. ALL AROUND TOP E SIDES WEEP 5GREED ALL I PER SECTION R703.7 I I Exterior lathing and plastedExt_ za I shalllrlor use of compwith hland e application cement plaster SACKER RODh4 i� comply65 DRYER VENT (BLOCK) requirements of ASTM C 926-18b. .. +r I, ' I {. •"� 6' WIDE STRIP SELF I4: Installation of exterior lathing and framing <4 ADHESIVE FLASHING, CLEAN .;� MASONRY BEFORE APPLYING WR5 LAYER "I, STUCCO WRAP DRYS VENT HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIFI5ER 5UILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRS LAYER 111, STUCCO WRAP) WRB LAYER #2 (F=ORTIF=IBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x WOOD OR -1/16" ZIP WALL 5PEATPING SELF-ADHESIVE FLA51-IING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM G-84l-14a, MIN. 2.5 LBS. PER SQ. 'WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 5UILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL� 1 b" SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO V— FINISH a MASONRY HORIZONTAL WEEP SCREED F (FRAME TO BLOCK) / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N-T-S. AKA I V 1'GCC�>=IY� STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / �� A-r r--r' i==" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR 5OX INSTALLATION WR5 LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 5ELOW CUT SUCH THAT NO MEM5RANE ENTERS 5OX, APPLY TO FACE EDGE APPLY E-Z 5EAD OVER 6® MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5T ° f= #3 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES rA WR5 LAYER 01, STUCCO WRAP WR5 LAYER *1, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEM5RANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP FORTIF15ER COATING5UILDING PAPER ELASTCMERIC - STUCCO/ C.V. FIN15H SECTION)METAL LATH ELECTRICAL RECEPTACLE rwIrmig Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrfECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 r2' IJIN'A- 2126 DATE: 02 / / SCALE: 1 /4" =1' — 0" SHEET A2 LEGEND DRAINAGE PLANE CWRB LAYER 01, STUCCO WRAf=) WRB LAYER *12 (FORTIFIBER - - - - - 5UILDING RARER) METAL LATH x x x x STUCCO °.:...f WOOD OR 1/16" ZIfi= WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 14B COR]L�TER CORNER BEAD (FASTENER E SPACING a T O.G..) V iU 1/2' TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY 0) RLOCK 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, a FLORIDA 32937 PH: 321-802-31 www. a b d es i gngro u p. co m AA k 0003325 SUBDIV. & LO°1i c. CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLJC DETAILS 160 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" 1 Reviewed for Code EgCompliance Universal E ni cgeseering SHEET i it LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER *2 (1=0RTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16" ZIP WALL SHEATHING WOOD CONSTRUCTION 15EYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 61 WEATHER RESISTIVE RAPSIDING 9 iLOONCT BARRIER / /6' SELF -ADHERING FLASHING 6' SELF -ADHERING FLASHING L I (L QWEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE STARTER 57RIP \ \BARRIER °2 DO NOT CAULK OR \ OPENING \b'SELF-ADHERINGSEAL _FLASHING TAL GALV'D METAL G 'Z'FLASHING ULK OR SEAL OPENING Y< X 6' SIMULA7ED� WOOD TRIM MEMBER ` STUCCO CASING / BEADI Y1 X b' SIMULATED t'STUCCO WOOD TRIM MEMBER SEAL GAP W/CAULKING OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO 0 BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE — BARRIER '2 �Ya' LAP SIDING Ill%6' REVEAL OR BOARD t BATTEN W SELF -ADHERING — FLASHING STARTER STRIP DO NOT CAULK OR — SEAL OPENING GALV'D METAL— 'Z' FLASHING HARDIE TRIM PER ELEVATION STUCCO CASING — MEA2 0 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER •2 a .%/ FLAS ING DHERING GALv'D METAL Z' FLASHING DO NOT CAULK OR SEAL OPENING HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT SIDING TO STUCCO C BLOCK TO FRAME TRANSITION 2 �r Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. Sc LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET 2x�o SUB -BAND W/1 "x4" NOTCH a END, WRAPPED PEEL 8 STICK DRIP EDGE 1/8" TEXTURED FINISH 1E WOOD 1/2" TEXTURED FINISH a CMU IN METAL FASCIA 1 WRAP Ya' FROM STUCCO, 1" FROM 1� WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) 1� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ( )ELEVATION - METAL FASCIA WRAP 2X6 SU5 BAND Q 1 ROOF KICK OUT REMOVED �1 FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 3" TEXTURED FINISH 6 1 WOOD, 1/2" TEXTURED FINISH a CMU 2x& SUB -BAND W/1"x4" NOTCH fit END, WRAPPED IN PEEL 4 STICK PLAN A METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURFED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 41, STUCCO WRAP (FRAME ONLY) WRI5 LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m' SCABBED TO TRUSS W/126 NAILS roil-S' O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH a END METAL FASCIA WRAP `--DRIP EDGE \—EXTERIOR WALL ^YJ (FRAME OR CMU) SUB BAND DETAIL ® WALL 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. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY E OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/>Y"x4" NOTCH 6 END, WRAPPED IN PEEL d STICK *ROOF CEMENT G ROOF EDGE OMITTED FOR GL A I TY Reviewed for Cade Compliance Universal Engineering B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV & LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHffECT' STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 ratiaZN i 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SKEET A6 I 3 ■ ■ 17' 4' 1)'-4, 7'_4" '-4" 12'-4" 10'-01, FM-12X12 10'-4" 3'-4" 16 -0" LN 4"CONC m NI X SLAB W LL X l 0. 0 I�' 0w *-3 1/2" u_I —— FM-12X18 1 EXTEND —� I I I 1.1 I II SLAB 1 1/2" _ I 1 TOP OF iv SLAB . o ti it [� I� X N I� •I ao m II I 1 ,_8 5,_0" 191_0, 4" PVC CHASE 4" CONC. SLAB ° *5 1/2" 0'-01, 1 17 8" 4„ 2'-8" -h TOP OF SLAB 3' 0" 5 1.1 I bo T-15" N 0 cc N IW ~ N W U W D_ ILL �9 I EXTEND — 2 SLAB SLAB 1 1/2" 1.1 mm u-4" CONC.I El 75; N N Ia W'SLAB u_ ra5 1/2ILL�U) 3 1/2" 2� _I71/2' 1 FMC-12X18 — — — FM-12X18 FMC-12X18 — — F Won L 1.1 FM-12X18 o 4 4 1 .1 1.1 2'-8" " 16 -0 1 " 2 -8 , 3 -10 , , 10 -2" 21'4' 4'-4" 14,_0" 39'_$1, 1 1.1 I 1 1 I 1.1 J ao v F 00 aw Ln FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. I2. TOP OF FINISHED SLAB SHALL BE+-U-0". 13 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 ATTHE JOINT 7 COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8 SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 19 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 MI N DICATES #5 BAR, MI N D ICATES #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 ANALYSISWAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING' FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15 STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI TYPE "M" OR"S" MORTAR ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16 WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0' O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1 AxW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE I.OR.NER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1i 81. SEE PLAN 101, - (2) #5s FM-12�12 12" CONTINUOUS 12" - (2) #5s FM-12x18 12" CONTINUOUS 181, - (2)#5s FM-16 18 16" CONTINUOUS 181.- (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18' (2) #5's VARIES F-24x�4 24" 24" 12" s s (_)0"_4" FOUNDATION P 1 /4" = 1-0" VN SECURE STRAP TO Al_ SIMPS❑N WB CONIC, W/ UNIT ROLL STRAP OR C2)-3/IC EQUAL @ EACH TAP -CONS TAP -CONS ;:(..CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 309 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 BUBOXV. CREEKSIDE PHASE 2 "n LOT #9 m PROJECT# 04321.200 009R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: 11 LEFT PAGE: FOUNDATION PLAN i W'A L, MPH EXP. C GTATE OF FLORIDA FED 2 2421 MICHAEL C. ANDERSON AR NO 17305 PRINT [DATE: 02 26 211 SCALE: 1/4"=V-0°' SHEET J_ ,. �,. , _.:.� �,n:..®:, - . �. -,..nw-ram �. � ��.� .. .. • :..�"' , z',,�,-;,.�.'�.� .µ_ . s:': ...x.. ....,. .1, nEx-ss Z.. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS m w U00 _ 00 — z 8" CMU WALL O C, ° n ° " SEE SLAB SCHEDULE EXT. PORC76. n d a 4" CHAMFER (1-STORY) W/ 1/2" ISO ° 6" CHAMFER (2-STORY) JOINT (WH1 APPLICAB° SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY r BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" K�,�EXTERIOR MONO -FOOTING SCALE: 3/4"=l'-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS I rod BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT +- 0'-0" TOP OF SLAB SCALE: 3/4"=1 VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCKU RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. ONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE ° - ,, SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (NO LIFT) z I,: STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q� w m� W 00a Q p • 8" CMU WALL z — TOP OF SLAB ° x ° VARIES ° < SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION l e ` 6" CHAMFER (2-STORY) ° JOINT (WHERE • a. SEE SCHEDULE Q APPLICABLE) z_ FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING @ GARAGE SCALE:3ia„=r-o" Lu n- I NEW REINF. BAR Q I SECURED W/2-PART EPDXY. MIN. EMBED Q 8", UNO p FOLLOW ALL MANF. K SPECIFICATIONS FOR m I USE AND �Q �q �� PREPARATION OF �— HOLE. LJJ w', a J O M —4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO 6 M NOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2 A Q W m (.5_ � a p 8" CMU W 0 M Z ° T IA ° > --. --- °: SEE SLAB SCHEDULE z z — .° "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- .—' FOUNDATION AND SLAB ° SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- r) OOTING AND COL. P 30" MIN. EACH WAY G MONOLITHIC FOOTING p D D IL°r •ao.. v °v -r�l ten— 3i .�v .L FM D . I 1 CORNER BARS, SAME SIZE AS LARGER BAR W uW IN FOUNDATION WITH 30" LEG EACH uj U WAY AT ALL CHANGES IN DIRECTIONS cn SO THAT THE STEEL REINF. IS CONTINUOUS a pI MATCH AMOUNT OF CONTINUOUS BARS 'la CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1'-0" RECESS AROUND GARAGE DOOR OPENING ` f SCALE: 3/4"=1 AP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD 2x4 OR 2x6 D BEARING PROVIDE BLO AIG 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP WALL W/ SYP No 2STUDS SEE No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W PLANS FOR SPACING. SINGLE ' . SPACING. SINGLE BT LATE BTM. PLATE TO BE PT. 1/ "x DGE ANCHOR W/2" TO BE PT. PROVIDE DBL. OP PROVIDE DBL. TOP PLATE PLATE- R SET IN HIGH STRENG fH XY 5-1/2" EMBED. MIN. @ 16" CC SIMPSON SPH4 OR SPH6 Ax BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w x 3"n= FSEE SLAB SCHEDULE Q +_ 7_TO P OF SLAB ° ° d -° ° a EQ. EQ. SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD Wp SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL CONT. (TYP.) +_ 0101, 8" CMU FILLED CELL (TYP.) = SLAB ,••�: J 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION. CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO y UPLIFT IS PRESENT. W_ r SEE SLAB SCHEDULE +_ u._u,. TOP OF SLAB a E,. 4 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1 -0" (NO UPLIFT) 2194 H WY A1A, SUITE 301 INDI4N HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #:0003325 23UBDIV. Be LOT: x CREEKSIDE PHASE 2 LOT #9 PROJECT: f 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SITING: LEFT x g DETAILS i I,I f c ARc:HF I STATE OF FLORIDA FEB 2 4 2021 .. 441CRAEL C. 02/26/21 ' 0 DATA SCALE: 1/4"—V-0" Reviewedfior Cc�,. SHEET Compliance Universal Engineering E Sciences D _�_ r LO , o (V LO C9 It co m of co 36'-0" 29'-0" 27'_0" 6.1 25'-10" 19'-01, 17'-8" 14'-0„ 10'-01, 30 O O 5'-4" 1" _ O N DOWEL PLAN SCALE: 1/4" = V-0" iui iui 3'_6" 1 a-s° enema Reviewed for Code Compliance hu Universal Engineering Sciences L94 H WY A1A, SUITE 3( JDIAN HARBOUR BEACI FLORIDA 32937 PH: 321-802-3591 ✓ww. a bdesi gngroup.cor AA #: 0003325 A s A a A io Vi i 3 DIV. & IOT CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828—CALI" GARAGE SWING- 4 LEFT PAGE: y, DOWEL 9. PLAN q 160 MPH EXP. Cj` ARCHFECT STATE OF FLORIDA KB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1/4"=1'-0" SHEET SI TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM e Z e d N a tr, a 6 I a a aa. a de HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE a ' LA . 4" CHAMFER (1-STORY) e 6" CHAMFER (2-STORY) i z MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY FE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 47HRU FOOTING SCALE: 314"=1'-0" REINFORCEMENT PER SCHEDULE VG INCMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 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 f \ kh? ? Aut SUBDIV. as LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT* 04321.200 009R1 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/'(9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H 10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TOBEPER 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 (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'SREVIEWAND APPROVAL 10 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HiLTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8"LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0",FINISH FLOOR. UNLESS NOTED OTHERWISE, BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O A = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F,E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Pc (psi) SIZE WA xH' REINFORCEMENT STIRRUPS EMA KS BTM. TOP MID SIZE SPACING 6131 MASONRY 3000 8x8 (1)#5 N/A GRO TE C SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM LAN Reviewed for Cod® Compliance Universal Engineering SCALE: 1/4 = V-0" Sciences d 2194 H WY A1A, SUITE 301 IN*N HARBOUR BEACH, FLORIDA 32937 H: 321-802-3591 w .abdesigngroup coin y AA # 00033 as im- xI FF ;I SU DZ& ac LO a CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: 115 LIFT BEAM Fj PLAN AND NOTES 1 0 MPH EXF fEB 2 4 202t��� == MO-IAEL I A DtRSON R NO 17305 LINT 2126 DATE: 02 / / SCALE:1/4" V-0" SHEET S 2 #5 CORNER BAR W/ 30"LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR-W/ 10" HOOK 30" TYPIC 21, #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.8 E„ eo 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIR D BEARING $ �\\a PLACE STEEL HEIGHT. 4 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\ \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"x16' �p OJ�Q P / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 9::/ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUO WS THROUGH THE 1#5 TOP OF THE LINTEL. N o �Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. L P�S�F�R 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR :.: BOND BEAM � EACH COURSEHtiuH - '\\aG 8x8 BOND BEAM TOP OF F �e� W/ (1) #5 BAR _ BOND BEAM F=FILLED W/GROUT �.. O��C) U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1T/1 M/OB 8x8 PRE -CAST CONCRETE P� F� NOMINAL �� LINTEL W/ (1) #5 BAR (L2) ; HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF <, MASONRY $ OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ^ BEAM DESIGNATION THAT XFXX 1T11M/0B INDICATES ADOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" ANDXFXX-1T/OM/OBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER IT IS THIS. ENGINEER'S INTENT -"' :AND XUXX - 1 T/1 M/OB I NDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP _�` LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) WINDC PRE -CAST e3164 WINDOW SILL z SLOPE M TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1 /2"=V-0 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 145MIN HEAD SIZE 300� MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (M IN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16" 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"-1'-0 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM --T PROVIDE #5 BAR EACH SIDE STEEL REINF. OF O LEVATION BOND. BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"= 93 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 � I N I a u 1 wdrl z ism r»! emu' ;I ONE, a a� w a a LYa T.T1BDIV. & LOT CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828—CALL" GARAGE SWING. LEFT PAGE: DETAILS I 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA EB242021V =; ;d MICHAEL C. AN, AR NO r305 BSI '' PRINT DATE: 02/ 2B 21 SCALE: 1/4°=1'-07 SHEET S2. 1 A SAFE GRAVITY LOADS FOR 8" PRE( SAFE L( TYPE LENGTH 8U8 e�-oB 1 818-19 1 314" PRECAST 1436 952 2465 4'-0" PRECAST 1065 700 1961 4'-0" PRECAST 819 533 1625 5'4" PRECAST 931 1247 1319 5'40" PRECAST 817 10241181 6'-0" PRECAST 692 1139 1139 T-6" PRECAST 570 938 M 9'-4" PRECAST 428 633 639 19-60 PRECAST 388 487 550 1 T-4" PRECAST 330 5" 544 IT -on PRECAST 308 507 507 13'-4" PRECAST 270 4M 414 14'-0" PRECAST 254 388 390 14'-8" PRESTRESSED " N.R. NR NR 458 1&-4m PRESTRESSED N.R. R NNR 1T-I" PRESTRESSED N.R. NR NR 300 IV-4n PRESTRESSED N.R. NR 235 21'-4" PRESTRESSED N.R. NR 180 22'-0" PRESTRESSED N.R. NR 165 24'-0" PRESTRESSED N.R. NR 129 'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES F &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 3114 4217 5321 6426 7531 3113 6385 7708 9031 10000 2305 3125 3945 4765 5587 3113 7192 6524 7627 8751 1770 2400 3033 3666 4300 3743 7547 6752 6541 7565 1999 2580 3123 3688 4249 1480 7198 7342 5780 0259 1631 2090 2649 3009 3470 M 5877 6036 6548 5776 3227 3031 3707 4363 5061 3227 45M 7054 10000 8825 No 2205 2698 3191 3685 HN 3408 4864 7067 6472 1593 2204 2481 2818 2621 1874 2298 3081 4099 4899 1247 1767 1904 2103 2028 1407 1897 2781 3222 3784 1312 1742 2252 21%8 36M 13121 1742 2252 28M 3552 1210' 15M 2048 2586 3191 1210 1596 2048 2588 3171 1045 1365 1732 2167 2536 1046 1386 1732 2316 2005 978 1272 1606 1986 2279 976 1272 1606 1950 2389 NR NR NR NR NR 1079 1429 1824 2277 2712 NR NR NR NR NR 1014 1340 1703 2118 2513 NR NR NR NR NR 858 1121 1413 1739 2047 NR NR NR NR NR 736 959 1200 1467 1716 NR NR NR NR NR 598 833 1038 1188 1468 NR NR NR NR NR 550 784 992 1203 1381 NR NR NR NR NR 450 854 824 1014 1147 PLF TYPE LENGTH 8/BPLAIN 8/8 SOLID TYPE LENGTH 8V8.1T 8118.1T WO -IT 8F24-IT 80-1T 8W-1T 6i82T er16-2r srz0-2T en4.2T erle.2r &132.2T 3'-6" PRECAST 689 1024 3'-0" PRECAST 1509 3524 43% 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4670 5325 6079 1363 3080 3815 4570 5325 0079 -0 4'" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 V-4" PRECAST 411 411 640 PRECAST 1016 1806 2374 2944 3513 4084 1010 2276 2638 3399 3961 4084 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 929 2060 250 M07 ; 3620 4133 61-V PRECAST 410 721 61-W PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 7'-0" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 9-4m PRECAST 192 384 9'4" PRECAST 454 686 767 948 1129 1310 572 1318 1643 1969 2184 2519 10'-0" PRECAST 151 301 10'-0" PRECAST 356 488 612 755 899 1042 604 1180 1472 1763 1710 1989 1 V-4 PRECAST 132 417 111-4n PRECAST 430 406 530 653 777 872 488 1042 1372 1843 1470 1710 12'-0" PRECAST 111 370 12'-0" PRECAST 383 ^ 386 476 587 698 783 ,4 940 1300 1560 1314 1476 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 676 646 396 780 1057 1312 1071 1203 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 _ 380 443 528 809 378 717� 981 1192 975 1133 14'$" PRESTRESSEDL N.R. 283 14'-8" PRESTRESSED 739 422 506 626 746 865 246 M 980 1237 1474 1715 16-4" PRESTRESSED N.R. 252 151-4" PRESTRESSED =4 387 4N 574 884 793230 818 906 1134 1353 7572 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 3N - 365 451 587 Boo 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266- 348 430 513 595 166 420 623 803 950 1098 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. 116 &-0" PRESTRESSED 137 226 290 359 428 497 IV 358 513 659 779 900 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED '124 174 245 302 380 418 124 319 4N 581 887 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 smanno Reviewed for Code Compliance 02 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591- www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 , LOT #9 PROJECT# 04321.200 009R1 MODEL: ;a 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES ;w "u 160 MPH EXP=- ARCHITECT STATE OF FLORIDA JEB 2 4 2021, MI0- AEI- G ANDERSON AR NO T7305 7IpRNTITE• / /02 26 21 SCALE: 1/4"=1'— 0" SHEET S t e 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM, CHORDS OF ROOF TRUSSES a SECURE 2x MEMBERS TO WALL WITH HILTIX-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END ` UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-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 I PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB, AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. r 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. END JACK WHERE APPLI( ryHI LJ -UM =MUM CHORD CONNECTION BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN Q 0 ID G a D2 m n tiv> I Ln m vu U U U p 1 —tl—= Ft- ume CJ1 imZ�A Eir a II Ii E 7 Iiii rj I II II CJ1 I( t_ I _-_j II t I o CJ3 u a u u n u n n u n n CJ3 � II II II II II II II II II II II II CJS == a II II II it II II II li I 11 II II 11 II == CJ5 18 EJ7A GT 41�I I I I 410 48 -' PRE -FABRICATED ROOF y TRUSSES 0 2ir O.C. MAX. 100, I I I 1 i A1A__ _______ o== 22 T54"— I I I I I I I r'T4.� mi-m® ONG u MTAN C1 11- F � U O r O 04 m o � N 0 LL U O Z_ Z U Q 0 m i � U r O 09 Co b W N 0 0 Z Z U Z d Q m 0 O U � U O r o q O 0 N A O LL t� J Z Z U w (Q9 m o� 0 x U 1A Revieweo tor Code Compliance Universal Engineering Ea Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esi gngroup.COM AA # 0003325 ^SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 _ MODEL. 4EBB "1828—CALI" GARAGE SWING: LEFT 'A A A&GE: I r4 FRAMING PLAN F a s_�30 i#' FKrN 1' ACT- ¢' m FLORIDA ' FHB 2 4 20W1 ^ ' ICHAEL 1C. ANDERSON 1., AR NO 17305 eW.x?T1•= aR DATE.- 02/26/21 SCALE: 1/4"=1'-O" SHEET r I� S 3 I' f 9 1 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 12" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 Z" NAILS TO TRUSS SHOEAT NGL/FLOOR FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x (16) 1 Od x 3 ' NAILS TO GIRDER AND � E 6", 8" x 4'-0" MAY BE ADDED � (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 q' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES@ 24" O/C, GALV. COMMON NAILS i SUBMIT SHOP DRAWINGS 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) TYPICAL TRUSS/ 1b 1c �1a GIRDER CONNECTOR(S) SCALE'.3/4"='`0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFIWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA 6 TRUSS ANCHOR W TH NOTE, A PT SYP #2 2" x 4' (9) 1 Od x 1 z NAILS FO 6", 8" x 4 0 MAY BE ADDED GIRDER PROVIDE " W/ IOd NAILS, 2 ROWS, 3' MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN'. WITH (4) 8' x 5' TITEN HD TO CMU AND (12) SIDS " 1'.x2�'TOGIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 12"-" x 5" TITEN HD TO CMU AND (18) SDS ' x 1 x2, 2x WOOD FAS IA 3" TO GIRDER SEE ARCHITECTUR8,L C-(2) SIMPSON FGTR GIRDER TIEDO INS WITH 2x SECURED W/ (3) GALV. COMMON NAILS. 16d (2) � x 57ITEN HD TO CMU AND (18) SDS 4' x 3" 1x2 SECURED W/ 1 d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2b 2c �2a GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" a 6-0" MAX (WJ1X4) R 10'-0" MAX (W/2X4) c i, # 1100 UPLIFT SIMPSON - HTSM20 W/101 dTO TRUSS AND (4) 114' x 2 1/4" TITEN 2 ANCHOS TO CONT POURED LINTEL # 1900 UPLIFT (�) SIIV1PSOt` HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL 4'10 10d TO TRUSS AND (4)1114' x 2 IM" TITEN 2 ANCHORS TO CONT POUREDIILINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN_ 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0" O/C S END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. _: 3/4 =1 r-0" (2) 2X4 No.2 SYP DIAG. --- 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X"BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE PLATE (1) "X" BRACE @ CENTER TO BLK W/l 1//2"2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. r• BLOCK WALL W/ GABLE END SCALE:3/4"=1'-0" PRE-ENG'D TRUSS SCALE:3/4"=V-0" o NOTCH DEPTH1/4*D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE T9 HOLE DIAMETER FOLLOWING < 2/5*D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >518" 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 EQUIVALENTTO 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 0141, SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 315*D DBL.STUD STUD NOTCHING 11 ALTERNATE3MAg ERIALS AND BORING LIMITSSCALE: SCALE: 1 lII#1Vod for Code 0®tnppHance unia@ is a ceseenng i I I 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rrcar4 i 2126 DATE: 02 / / SCALE: 1/4"=V-0" SKEET S3.1Al. F e, 4 I� I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES -- AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) i 2X4 DIAGONAL BTM. CHORD PRE-ENG'D WOOD TRUSS (lYP) @ 24" O.C. MAX BRACING. SEE PLAN FOR LOCATION FOR STRAPPING <„ VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 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 CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS (@ CMU WALL SCALE3/4"=1'-0" Reviewed for Code Compliance tu Universal Engineering Sciences L A1A, SUITE 301 RBOUR BEACH, IDA 32937 1-802-3591 es i gngro u p. co m: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CA-11" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLORIDA V FEB 2.4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / SCALE: 1/4"=1'-0" SHEET S3.I� 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG- - WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) - TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-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 STIFFBACK AT ALL 2x FROM CENTER TO END. 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 SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1 x2 SECURED W/ 10d GALV. COMMON NAILS 12" OlC MASONRY BOND BEAM SEE SCHEDULE �\ i L CONNECTION PER ��LV(�JJYII/ TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED Wi (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=1'-0' SIDE VIEW VTCR SPACING (1) AT EA( AND 6'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. EyReviewed 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. & LOT: CREEKSIDE PHASE 2 LOT #9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE SNIIING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLOPoDA r F L4C?0ADERSON AR NO V305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET S3. 1 C t 4 +^ v 1 -y, Y ' ' ALL AGGREGATE. USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". "A" 'A" '� GENERAL NOTES: WOOD' GABLE -END STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TOEARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. •"vY. F-'P „"; w ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT '... a 3E ¢p4 # 2N 3R 3R -�j,`I"�1 "Y y,4, •nYg'�'. ,, �7c p .� - I 3E a - ARC ITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOTSHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, _ - 7 a \ ,, ,1 ,ps„ ON TRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R'2020, 7th EDITION �1814 REQUIREMENTS CRIPPLERS, SILLS, ETC.,. SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF =,r'` ACI BUILDING CODE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ONBE ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL V FORISTRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLA -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC. SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. AL PRESSURE TREATS O. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. V 0 0 SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM V 0 0 0 V 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 r M 19 0 0 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, SPIKE, BOLTS USED ® 0 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 O O 7 V _ EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. i ,CONTAINS MORE THAN Yd' OF HEARTWOOD. V 119 0 0 0 0 Q Iq ALL DIMENSIONS: AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: I MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. 2E O 2R 2R O 2E TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE. SEPARATION OR.OIHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE. NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ° ° F - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 V 00 O V IV 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 0 0 O V SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH::', .• AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, V 0 DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM S AND BE PLACED ACCORDANCE WITH THE WOOD TRUSSES: V 0 ® 0 O V TEMPORARY BRACING, GUYS OR TIE -DOWNS. ALL BE ONE ACE PLUS WIRE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE. "NATIONAL DESIGN SPECIFICATIONS FOR V Iq 0 0 0 00 00 V V V THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TO HANDLE CONSTRUCTION LOADS. BE SUPPORTED WITH 2". CHAIRS SPACED3'-0 OC EACH WAY STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. V 00 0 REQUIREMENTS AND. SLAB -ON -GRADE THICKNESS I V O O O O O 0 0 0 C� V DO.NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR' SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING MEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL V V O O V TO ORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALT_ BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2R O O 2R GRADE 60 1N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DEFORMED V D O 0 0 11 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 V O O "O 0 V V CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 2R 2R 0 O V AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED V 00 000 O RO F: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. V 00 00 00 V 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 00 C 00 0 V 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF V 00 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 V 00 OO O V DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. << V V � ¢ (7 psf TOP CHORD (1 psf col CHORD (7 psf col ASPHALT SHINGLES) (10psf w/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALLBEINSTALLED ACCORDINGTO MANUFACTURER'S INSTRUCTIONS. ` �2E VV V V V V V VD 3 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH ' LOAD TO RESIST WIND UPLIFT: 10psf DEAD L MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT A" BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. HIP ROOF ,�A" STAIRS LIVE LOAD 40 psf 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 ROOF WIND DESIGN PRESSURES WINb; DEAD LOAD SPEED -160 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-16 (ASCE7-:16 (FBC R2020) EXPOSURE C, RISK CATEGORY Iq LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING', ANY DISCREPANCIES FROM THESE LAYOUTS THAT = 62.70 '.. ZONE 3 = 60.50 PSF 70.50 ZONE 1 PSF ( ) ( ) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE SHALL 60.50 ZONE 2e = 60.50 PSF (70.50) I. ZONE 3e = 69.80 PSF (79.80) 2= 69.80PSF' 79.80 ZONE 3r = 83.80 PSF (93.80) ( ) AN DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf',PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER ',. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE r ZONE 2r = 69.80 PSF(79.80) ', VEHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: _ MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "A"= 4-0" END ZONE DISTANCE 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM.VVITH ALL. REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" SHOP DRAWING' REVIEW: MASONRY BUILDING CODE REQUIREMENTS FORTHE "SPECIFICATION MASONRY STRUCTURES" MASONRY M SONRY STRUCTURES AND COMMENTARIES AS PUBLISHED BY STRUCTURES AND SPECIFICATIONS FOR A ) HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISKCATAGORYII SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF �'HE. CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY � PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/- 0.18 _ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. - W CONCRETE MASONRY REGULAR SIZE BLOCK ALL BLOCK WALLS SHALL TWO CELL HOLLOW C THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ' MANUFACTURED IN CONFORMANCE WITH ASTM C-90 GRADE f'm = 2000 PSI. _BLOCK SHALL BE PLACED USING R OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE'7-16 COMPONENT ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM AND CLADDING WIND. LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. FOR ASPHALT SHINGLE ROOF, USE MIN-"6" STRUCTURAL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED; UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN: THE GROUT MIX SHALL HAVE MAXIMUM 3/8" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND �+ FASTENER SCHEDULE WRITING BY THE ARCHITECT COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8". TO 10". USE ONLY MECHANICAL VIBRATION _ TO CONSOLIDATE GROUT. EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE NAILS @ 4" O C EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK 2 3/8" 0.113 PNEUMATIC RSRS RSRS-01 SCREW -NAILS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE. MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO. BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS A�N0(OR VERTICAL THE OWNER .SHALL RE TAIN THE SERVICES OF AN INDEPENDENT GEO T ECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE T THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THA. STRUC WRAL.STEELC :. USE 1/2" CDX OR 7/16" O.S.S. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS. CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONSTRUCTION BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL STRUCTURAL STEEL SHALL BE ASTM INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM COTCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M,Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM (INSTALLED PER MANUF. SPECS.) SEE DETAIL A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMA53/A53M, GRADE B TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.' 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. z = CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL UNDER THE TURNED ELEMENT. OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS. WITH T BOLTS ROOF SHEATMINQA7TACH«LNG O CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED .5"+/- PRIOR TOTHE ADDITION OFPLASTICIZER. .WASHERS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.; ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD Co CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR ApEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ZONE 2e, 2n, 2r; 8d NAILS @ 4". O.C. ON EDGE AND 4" O.C. IN FIELD 2e2 ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIML'(M TIME ALLOWED FROM WHEN ZONE 8d NAILS @ 4". O.C. ON EDGE AND 4" O.C. IN FIELD WATER IS ADDED. TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON. BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ir- BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE r AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS', A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): - - NOTE: GABLES -DROP GABLE END & {1) ADD'L DROPPED B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-1/2" FOR 95 AND SMALLER ; 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP T 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 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4" O.C OTTOM EDGES Ua y a aav'' V N J Z W Z V O Ur W Y C� q U xp z aab J Z Z O' Y Lu Q LL = Z U) V z O TYP. EXT. SHEATHING ATTACHMENT zCo W z O �o U' W Y @ 2 U 1n O C0 'v z_ D_ a ro C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING YP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF Lu W C7 W o #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ W EQGES & 12" O.C. MAX IN FIELD. UNTFJREADED Y SHANK TO EXTEND BEYOND THICKNESS OF oSUB -FLOOR SHEATHING sk- TYF. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS P FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE 'TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL 8 O/C GARAGE DOOR BUCK IA" DIA. TAPCON MASONRY 8" O/C 1 1/2" EMBED.. 4" END DIST ., MASONRY / CONC. NAIL 1 1/2'LONG. - TO MASONRY/CONC NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9' OJC WINCOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. Wf EXPANSION BOLT 24" O/C 4" EMBED., 4" END DIST, 1x PT, SEE NOTE NAIL 1 1/2." LONG STAGGERED .INTO MASONRY/CONC. TO MASONRY/GONG WASHER 3" EDGEDIS WINDOW BUCK CASE HARDENED COIL 9"OfC WINDOWIDOOR/FASTENED METAL STRAP TO 1�I /+ CONTACT THIS ENGINEER FOR SPACING CONTACT 1x PT, SEE NOTES NAIL IIZ'LONG STAGGERED INTO MASONRY/CONC MASONRY/CONC REQUIREMENTS yf SWING (2) IA TARCON" 1 112' EMBED, 8"END NON -BEARING WOOD 12"° EXPANSION " 4" EMBED. 4" END BUCEXT K, 2x SEE NOTE 6' NWA WAS HER FASTNER 18 0/C GIST, 1 1/2" EDGE DIST. :WALL TO CONC SLAB WI WASHER BOLT 24O/C DISL, 3" EDGE DIST. 2x PT WINDOW BUCK 0:138° PAF x 21/e" 9 OlC 4" END, DIST., 1 1!2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTES i NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF. GARAGE DOORS, WINDOWS'.. AND EXTERIOR SWING DOORS TO FRAMING. BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/.OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTIX ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE WINDOW 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR. FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.. Reviewed for Code Compliance [B Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN, HARBOUR BEACH, FLORIDA 32937 PH:!! 321-802-3591 - www.abdesigngroup.com .A fA a;~: 0003325 ( 7 e�. A y �u SONA L, L LON \ Lj I . X 16\ 1 e.� a � sysI)IVrrt, M CREEKSIDL PHASE 2 LOT 9 PROJECT# 04321.200 009R1 MODEL: 4EBB "1828-CALI" GARAGE S WING.; LEFT PAGE: h DETAILS 1a 160 MPH EXP. C ( &VNMEff-7,Mw 77,,-T�rF RCHITECT: OF FLORIDA i ► rl<Tel DATE: 02/26/21 SCALE: 1/4"=1'-0" SHEET i Planning & Development Services Department Building & Regulations Division Product Review Affidavit L tiVI [73 0 2021 FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glassi Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure s For anchoring through frame into wood framing or 2x buck use #10 wood screws with kc % sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as k x 18 10/08/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) �L17499s2 tp 1 t y Doors / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. tL • ` For anchoring through frame into wood framing or 2x buck use #10 wood screws with h " sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in W gt installation details.For anchoring through frame into masonry /concrete use 1/4" - RS MI Window and ELCO ultracon tapcons with sufficient length to achive a 11/4" minimum embed. w/ 1 EEj3353.2- 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48 / (-48.1) :..1 For anchoring through frame into wood framing or 2x buck use #10 wood screws with r sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as �` E ' shown in elevations and installation details.For anchoring through frame into masonry" 1- MI Window and / concrete use 3/16" tapcons with sufficient length to achive' a 11/4 minimum M FL1S349 R14 4/3/i623 " Fixed Window 185 PW Doors Non impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (- k, , 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 .; Rio2{31/2024 .. . Sliding Glass Door Series 420 Aluminum SGD MI Window wand Non Impact concrete use 3 16"#a cons with sufficient length to achive a 1 1 4" minimum ` / / P g / (+33) / (-41) (+48.2) / (-48. Doors embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in e installation details. a t : 1/4" concrete screw 6" edge distance @ head, 4' edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 AA „R6 12 3 /2021 door with transom Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4°: (+36) / (-47) (+47) / (-47) FL16107.3 11113 (A14) , 12/31/2038" Double Garage 16,2x7 73 W6 Clopay N/A 3/8" x 2.3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) /`(-35) (+36) / (-42) ENDING APPROVALl Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben f 2 3/4", mi on. edge distance of 4" and min. end distance of 4". •v m. Dnub4e'Gara a Max fasteners spacing of 20". 3 8" dia. X 3" Ion la screws with l' OD washers with a P • g / g g FL8248.11 R20 12/31/2023 Door (ALT)' 8024 Wayne Dalton N/A 1 9/32' thread penetration into seasoned dry wood supporting structure. (+29) / (35) (+34.4) / (38.3) 12/ / Double `- ara Garage i 70-175 177 180- Series 1 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb bracket location. 2 3/4" distance. FL14170.7 R14 (R15).; P] NDING APPROVA) Door (ALT) 185, 187 Overhead N/A and min edge (+29) / (-35) (+34.4) / (-38.3) -< 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 s shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A p into shingle surface. Miami -Dade approved corrosion risistant tin, caps and 12 ga. 1-1/4" annular ring ' shank nails spaced 6"O.0 at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31J2023 Underlayment RhinoRoof U20 #nterwrap N/A FL5259.1 • "` R32 12/23/2023 Underlayment (Alternate) Polystick IRXE Polyglass USA N/A', Self adhesive FL17322.1 - " R7 12/31/2024 Underlayment WeatherMaster 100 Atlas Roof!ng Corp N/A Self adhesive a* (Alternate). FL34546.1 • 1; 12/31/2024. Underlayment- Shield Granulated Owens Corning N/A'. Self adhesive (Alternate). FL27076.16 R1 ' ,. .:, 3729/2023 "` Underlayment Weather Armor 56-1 APOC N/A Self adhesive i. (Alternate) FL3792.5 R14 8y16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R I •9/21/2026 Ott Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A -ALTERNATE) FL33919.1 Rl 12 31 2024 r''• t, Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1 ) w e: ` 1Z 31 ZOZ3 / / Install per manufacturers recommended requirements. FL15272.1 R4 Ra (it (APPROVAL PENDING} . Soft (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) fi 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 �' `T3" 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N /d 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 / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be headed N A / +45 ( ) / (50 ) 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 R5 6/27/2021 Zip System wall Sheathing Huber N/A Install per manufacturersrecorrimended requirements. I�l SheathingN/A Install per manufacturers recommended requirements. yt�t�iewedfo James Hardie Universal En FL13192.2 - R6 12 3I 023 / %2 La Siding R g Ciamplank Building Products, g N A / 3Gen Inc Install per manufacturers recommended requirements. FL1392.1 R7 1/1/2055 I Joists (2 Story BCI ESR-1336 N/A _ 7_ Only) 1 � 1 CONTROL PATE 33021 2194 HWYAIA,SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.com AA #: 0003325 i 11119i m Fes. f n ice ine, SVHDIV. & T: ST LUCIE COUNTY MASTER PA PROJECT* MODEL: EXPRESS SHINGLE G AI:tAGE S G: 160 MPH EXI'. r ARCHITECT: STATE OF FLORIDA