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Home My WebLink AboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 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. 0 a 9 5 � o � 8� DESIGN CRITERIA: • FIARIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017) *AIL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 *CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH .EXPOSURE — C •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. I6 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. Tel= (321) 73-7092Y Fax: ( 2 a) 3 -7 /� = ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ARCHITECTURAL SHEET DESCRIPTION DESCRIPTION A: \BV. A/C ADJ. \l T. nII RJ). C I (,-\R. CI(I('LEAK(' ('I R ('III CPT CT D, DBL. .G ,g1A, HN. DISP Dr. DR. D.S.DOWNSPOUT DIM D.W.nrSHWASHER EA F.LF.V. EQ. EXH. EXT. P(i /FX. F.G. FIN " FLR FTTUOR. PR. DR. PTG. GA. (v\R. DISP. G.P.I. GL. GYP. BD. H.B. . HDR HGT OR HT IN INT. ' ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOA D € AwNr LTNF '.CABCNF;T (].EAR Cx1FE CONCRETE . CAfk'�ET CERAMIC TILE DRYER DOUBLE DIAM GT.A7En DTAIVTLTCiR DIMENSION DISPOSAL ' DEEP DOUR DETAIL EACH ELEVATION EQUAL EXHAUST EXTERIOR GL FIXED (CABS FUEL GAS '. FINISH UR '� VIAJORESCENT r FRENCH DOOR ''.' FOOTING GAUGE - GAkBAGE DISPOSAL GROUND -FAULT CIRCUIT ' dNTERS i,ULAS :GYPSUM BOARD. HOSE, HIOW C. . . HEIGHT HEIGHT INSULATION -.. INTERIOR LAV. MUM. M.C. MFR. MIN. M.T. MTn. MTI.. N.T.S. O.C. PYR P.B.:. PH,- PIT. PLYWD. PR: P.T. R. RAD. R.A.G. REF.. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. BIM. Sim. SL. Sr.. GL. STD. SWS TEMP. THK. T.O.C. T.O.Y. T.O.S. TYF. U.N.O. V.P. W- -W/ WD.. WDW. W/H W.I. LAVATORY MEDICINE MEDICINE CABINET. MANUFACTURER M`N""Ttir METAL THRESHOLD METAL. ' METAL NOT TO ONCENTcr)L,F;, ON CENTER E UTTONE PUSHBUTTON PHONE PLATE - PLYWOOD Pnla PRESSURE TREATED RISER RADIUS RETURN AIR ORII I REFRIGERATOR TGR ROOM ROUGH OPENING SOLID CORE FXTDR SMOKE DETECTOR SINGLE. HUNG SHEET SHEATHING SHOWER SIMILAR ST:IDTNG SI,TDTNG GLASS STANDARD SHEAR WAIL SECTION. TEMPHRF.DGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL IJNLFSS NOTED VARPT P ROF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 0,R6„8 GD'SISSUED - 0145A8 2011 FBC UPDATE PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN -. PG A2C-ELEVATION "C" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI—HVAC PLAN PG DI —DETAILS PG D2—DETAILS PG WAl —WALL ASSEMBLY DETAILSROUGH PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS , STRUCTURAL SHEET DESCRIPTION 01116AB CD'S RE -ISSUED ®2A7A8 SIDING ELEVATIONS ADDED 03126AB CD'SW-16MED 04/15/18 FOOTING REVISION PER M. EOWES 06121AS Co'sRE-ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02i12A9 PLAN MAINTENANCE OUBM3 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON (MELE.) 04/24/113 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELE.I 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/81JA (ORL) 06A2AS ADDED LED LIGHTS aKITCHEN 4 BATHROOMS PER MARK i30U1ES 01ASAS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 0SAI119 ELEVATION Ys' SI NGi-ADDED LOUVER'. GAPLE ROOF PG S1—FOUNDATION PLAN PG Sl AA —DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS _�j _ PG S3 1C—DETAILS ''�v W� FOR (43(aoaI) PG SN1—DETAILS CODE COMPLIANCE' PG PA1—PRODUCT APPROVALS ST- LUCIE COUNTY BOCC wwo 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 NO I CREEKSIEIE LOT #54- PROJECT# 04321.200 054R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C . ARCHITECT; STATE OF FLORIDA ICHAEL- 0 s%.N" .e11 )N P AR NO 170!1 PRINT 19 16 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET r GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE, BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS,WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING THE CONTRACTOR- SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE.GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN '/-INCH GYPSUM BOARD OR EQUIVALENT SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED 1:7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN,A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. h1. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING: 2. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: - I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARDGRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE(OR MASONRY MUST BE PRESSURE IREATEI. , 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FIT INGS. 3 3. CONDENSATION�: , LINES SHAL L BE MIN IMUM /< PVC (SCHEDULE 40); INSULATED WITH / AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVEA MAXIMUM FLOW OF 3 GPM EACH. 5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZ E E AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) , MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSLI ate`. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8 THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY`OR-CODtRETE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED;' PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS -- r .' ; KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7, CONSTRUCTION OBSERVATION 1* CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN CROUP'S SCOPE OFSERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1, EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d e s i g n gro u p. co m AA #: 0003325 OEM am= A � I U I hl 0. D E a a I I€ A e � I `! C,., �i CREEKSIDE LOT 5 # 4 PROJECT# 104� 321.200 054R1 ODEL: 4EBB t 1828- CALI" -ARAGE SWING: 41 RIGHT GENERAL NOTES 1-60 MPS EXP.MAO (, ARCHITECT= STATE OF FLORIDA 9CT-1 1 2019 PRINT 10 16 19 s P TE: / / CONTROL DATE: 0-023/19 (Ci'J) SCALE: 1/4"=f 0" SiiLET G GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITE DESIGN UNDERTLAYMENT HAZARDS e FREEZING: ANUAL LOAD (MPH) EFFECTS CATAGORYr DEPTH TEMP REQUIRED" INDEX ` TEMPS NA I60 C NA NEGLI6A5LE I NA IvERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FISC R302-eA FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN — 1'-0" 28'-8" ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 -4" 9'-8' (2) 3052-SH (2) 30 2-SH EGRESS r nn- - - - - - - - - - - n n n 0 = I LANAI ROOM u V-8 CLG. ROOM 10 -0" _60_68 SGD. OWNERS �o n — — — — n n SUITE DINING ROOM - T88'-8'.CLCsn 4'-4" 6'-6 0' EXTERIOR MASONRY WALL BRCS. HEIGHTS W-8' El ' 10'-8' 51;1 SQ.FT. CALC. S LIVl 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY I6 50. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME I5120.9 CU. FT. � ..�� 1 .< OPEOM Ali A11111)TYPE SOUw FOOTAGE ZONE NO WH WW WO PlEmm a MIN. WINDOW II 10 5 34/-45 CRITERIA EXTERIOR SWING 21 DR MIN. CRITERIA 5 32/-42 'i i SG.D. MIN. 12 5 30/-31I �1 CRITERIA I 8010 O.H.D. 56 5 32.5/-38.0 I. I 16010 O.H.D. 112 5 30.9/-34.4 k j SOFFIT N/A 5 31b/-382. ROOF TILE NtA g -6829/ IF �a -582S APPLICABLE E N > ) BASIC WIND SPEED MPH 160 (Vult) INTERNAL V. PRESSURE COEFFICENT f 0.18 BLDG. CAT.=II, : IR-ISH WC. Q EXP.=C, MEAN ROOF HT. 15'-9" n _ _ _ _ _ _ _ - - - G, -1 1 OWNI✓R'S J PRESSURES HAVE BEEN MODIFIED PER FBCR IED. - - - - - V. I BATH (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR I b36I W.I.C. 8'-8' allQ NOMINAL WIND LOAD VALUES FROM THE PRODUCT ' C0 1-8CG tiMANUFACTURER. O COMML DATES 0312011E - i F. i "� EINI i f) D . , I REF II I -01 u 2 -8' 24 sb36 1R-1SH _ SHWR PAN = W/ ENGL . - G AI KITCHEN � ��-- I --' � - — — � 8 8 CLG. LAUNDRY i I .n IR-ISH = 2- B 8'-8' CLG. i l _p 3ii IK DOP i - __ N S I L___II 2 -4' 6' 0' _ a Cl 0 IL 41 f b36 RANCsE b36 ,n 6'---- 5'-8" PLATE 0 PAN. Al e -- ARCH ;2l i li I ------ BEDROOM #41 --- DEN C I I e -8 CLG. ry I� >m u� 0 = c. v. �. r 1'-0 2'-8" , d 3'-tea" 3'-4" 4_0IV 11'-8" �� N BAR DETA. 1^ � � I I B �.� ,y.� Q %5 A SCALE: I/2' = I'-0' cq Ill r II� AI BEDROOM #3- 81-8' CLG MT.- 31_4 6'-8" 31-8' _ or 22'x64' = J ATTIC L ACCESS � Q C. BOLLARD e ® AS I-EQ. OND ...; em.. @ PER BLDG. L7 ® AV. B 11� CODE v O L >lu al I IQ s m BATH #2 sLL =g I . :: € w DIM. VARIES 17 u =d \ •tom,. < ? a.. „_..„ __a. ,�.� 0 .s GARAGE C ' . _ s 8 -e cLG 2 1 <t V. a- g GABLE ROOF L FOYER � LLS BEDROOM #2 e'-8' c1G 8'-8' CLG '� ,O ' 3068 W/ ® ml ry 3(P'X12' TRANS. �:; p i. . _.._. t ...... ARCH L. -8 cLG wx� (2) 3052-SP I m AR H D 1 EGRESS LJ - - 16'-0'X1'-0"O.H.D. .. - _ $7y9j i 0 ,,ggam� a ,�{g U U J 1lSi ` FLOOR PLAN ALE ROOFS � 10 -2 3'-10" 3 -loll2 -8 161 0 1+0=' I 4,5" HIPROOFS 14'-0" 4'-4lr 21;-4' SCALE: 1/4' - F-0' NOTE: IW , .0 s 3W -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. 'or SI ? Am ? X 8 mm, 3 dqgs- e 0 1) 1 5 m - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL � � # aa,d Itl BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 FIGURE 301.2(7) MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT COMPONENT AND CLADDING PRESSURE ZONES LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 3290 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 - Rm f , 1 l r�w'n ryx i ; RE- fSUBI)IV. 8e Ll CREEKSIDE LOT #54 I' PROJECT# 04321.200 054R1 MODEL: 4EBB r "1828—CALI" GARAGE SWING: RIGHT PAGE: k FLOOR I PLAN �i d80 MPH EXP. C ARCHUECI- 3,TATE OF FLORIDA CT, 17 2019 IICHAEL C. ANDERSON AR NO 17305 DAJ ET 10/16/19 C :1/4"=V-0" SHEET AI FILE 'IIf EQUAL EQUAL EQU� l TO CONTROL JOIN TO CONTROL JOIN TO CONTIRC Ir SHINGLE ROOF DECORATIVE FOAM DRAIN TILES I 6' RAISED 6 SAND CTYPJ I 1H ERG. HGT. A WAI r II Ib'Xb0'.FYPON DECORATIVE SHUTTERS OR & EQUIVALENT TrP. v 4' RAISED -- r BAND (TYP.) ry 0'-0' FIN'. FLR. — ----- B' B" ERG. HGT. -0" EQUAL JOINT TO CONTROL JOINT +/-19'-0" F 12 FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FECR R103.4 OFF RIDGE VENT 4' FREIZE HAND >G. HGT. a'-B" BRG, HGT -OPT. COACH LIGHT 9 IA � — 0'-0" FIN. FLR_ F--:= OFF RIDGE VENT &'-B" BRG_ HGT. 4H A3 I TYP. I v 0'-0" FIN. 12 6 ------ REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH ---------------- 0'-0" FIN. FLR. - - — - 00'-0" FIN_ FLR �i1011111 0"-0" FIN. FL ARIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I�6 `8'-5" ERG. HGT. jl 0 u " r- - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - _.. - - - LEFT ELEVATION SCALE: 1/4 = 1'-0" TEXTURED FINISH -- 00'-0" FIN. FLR. 12 6 0'-5" ERG. HGT. I 4H �_y FIN. FLR. f ` � eeV DECO. DTL. A SCALE: 1/2 -On MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17SO, FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (netfree area) TOTAL#OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER 'LINEAR FT(netfree urea) LINEAR FEET OF SOFFIT REQUIRI 67.20 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g n gro u p. c o m AA #: 0003325 UEMIV. & , e. K r v CREEKSIDE LOT #54 w; PROJECT# 04321.200 054R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: A Via, ELEVATION '? 1�0 MPH EXP. ARCMECT. 1 STATE OF FLOOOF�11��aa ;� L OCT 17 2019 Mo CHAEL C. ANDERSON AR NO 17305 PRINT 1J0 16 DATE: 1/ / SCALE: 1/4"-1'=® SHEET 2 Cl COPY 1; ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —f---� 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIPED WIGIII FAUL INTERIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY 01 L� WALL MOUNTED LIGHT CEILING LIGHT © LED GLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED ® VENT. FAN 1 CFM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TED BY BUILP€R) FLUORESCENT IG14 L IGHT 2-51WRAP AROUND (RECESSED) ® LIGHT FLUORESCENT LIGHT WRAP AROUND DD (SURFACE MNT.) T FLUORESCENT 4' FLUORESCETIT p 4' TRACK LIGHT r�--�—� ® PANEL METER OSMOKE S.D. DETECTOR 1151 W w/ HARDIRE1RE WALL MOUNTED BAIT. BACK-UP Sp. SMOKE DETECTOR W/ HARDWIRE GATT. BACK-UP W/ ® S/CO CARBON MONOXIDEi SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS TI-EN 4' FFI WALL PENDANT LIGHT NATURAL GAS OUTLET ,. TELEPHONE JACK WATER HE47ER IGNITION SOURCE DISCONNECT TO BE ELEVATED A AIR. CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE i0 BE &JPF'ORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n Q 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP nonnnnnn a 48' INCANDESCENT LIGHT STRP FLOOD LIGHT OPT. SECURITY KP KEYPAD rL_J II PUSH-BUTTON FOR CHIMES �-+ USB PORT • LOCATION OF TV JACKS ! PHONE OUTLETS ! FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OFF C 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). ' 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 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (201'1). ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER rI ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404.1 CE IL ING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN Mt. PRE -WIRED GLG FAN \ WP \\ GFI' DINING n ROOM I, LIVING ROOM PRE -WIRED GLG FAN I I I \\ 1 I © 0 SUITES i PRE -WIRED / GLG FAN GFI /G �V FI r( �). � I 1 C BATH ��FF I I Eta �I L L W. \ OPT, \ \ -I 'REF / SINK 1 -- KITCHEN LAUN., , Ng, L � I- I PAN.�. � � I GFI III \ RANGE GFI / 1 �OI� 3\ �' - I BDRM. #4/ w \\ .�. DEN HOOD WIRE W/ OUTLET FOR U /� ----- FUTURE MICRO I / coSp. S/ ' � O PRE -WIRED IJ BDRM #3 1 - -i cLG FAN � 1 A/C I. RA �; \ I PRE -WIRED — — CLG FAN \1 I - - - - GFI LJ GFI N II �44'AFF. - - �44'AFF. Wp�'I U j GARAGE I DOOR -TT \ — AF1 \\ - - L BOLLARD REQ. OND1 BLDG. I ' I' s \ WALL MOUNTED PER CODE LIGHT W/SWITCH IN III \ � BATH ATT IC II 2 d— 5/ol \ t—AIL I I / V / KEYLESS OUTLET / FIXTURE t" FIELD TER BDRM'#2 FOYER q VERIFY / \ ` LOC. IRRIGATION 11 n OUTLET d '=- - ENTRY 4a APE. GFI I �_- GARAGE PRE -WIRED / I GLG FAN I E],/ \�l!P CsFI $. FOR - I CHIMES I.I 1 �',' ''h�! I'.. 1\ III I -____ _-_ I• --------------------- OPT. COACH LIGHT S.D. Q SWITCH IN OUTLET CABINET FOR DW - - — GFI GFI / I ELECTRICAL PLAN SCALE: 1/4' = I'-0' I I rr \ I Q ir - Twv:_ I I LED LIGHTING LED LIGHTING � DOUBLE LAV. (60 SINGLE LAV. OWNER'S BATH ® BATH 02 150 AMP 1=LECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORMER r(; fol PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN I-1/2" DIA SCHEDULE BO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" CIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, TNUN + 1% CU IN 2' CONDUIT OR 3 +4/0 AL, THU.N + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/1P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 7/140 VOLT I PHASE MLO PANEL CAALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 *4 Cu SI-RVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 61 EDITION 2mI-j) 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W W 0 4 a u 03 F A S VBDIV. CRE• EKSIDE LOT #54 PROJECT# 04321.200 054R1 MODEL4EBBI"1828-CAL" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA bl�j� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 10 16 19 SCALE: 1/4"=1' — 0" SHEET El 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W F 24 v h W q F A E� SUBDIV. 8e LOT: CREEKSIDE LOT #54 PROJECT* 04321.200 054R1 MODEL: 4EBB "1828-CALI" GEARAGEE SWINGE: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. C ARCKTECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 PRINT 10 16 19 DATE: / / SCALE: 1/4"=1'-0" SHEET pI R-VALUE SCHEDULE FLOOR SLAB ON CsRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 WW Di W U W 13 0. h W G Ell d hq A ti 2 � CREEKSIDE h'I LOT #54 PROJECT# 04321.200 054R1 E' MODEL: Y 4ELL p, RR :@ "1828-CALI" GARAGE SWING: RIGHT PAOM m t H VAC PLAN =160 MPH EXP. ill, DATE: 10/16/19 SCALE: 1 /4"=1' — 0" SHEET l PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE 5T. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX 0'-0' FIN. FLR 2X4 TOP PLATE PRE-FA5 TRUSS 2x4 WOOD STUDS 624' O.C. SLA5 NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' = I'-O' FI5ERCsLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I.' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER71-0, ELEVATIONS TYP. VENTED SO1F=1t "" L.-'I/A. SLEEVt:, O NOT GUT E5AR IPE--i BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A�PIPE THROUGH BOND BEAM D 1 SCALE: 3/4" =1'-0" 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG_ 50ARD PER ELEVATION A. SEE ENERGY CODE FORMS `INSULATION R-VALUES _REFERENCE STRUCTURAL PER ELEVATION `—R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -- REFERENCI= STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. 5D.- DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR _ I (A W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON OS$. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT CAULK AND SEAL LINE I k �' PVC SLEEVE FOR G48 LME J� -g a„ /!' 6YP. LLL. BD. WOOD SASE 2B GAS LINE THRU BLOCK Di SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R2105.1.1 ON IN O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP 2x FasclA , _, ELEVATIONS VENTED SOFFIT PRE-ENG. GA5LE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATPORTLAND CEMENT PLASTERR APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0" FIN. FLR 8' CMU n TYP. WALL SECTION L NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 21) TO LESS THAN A I ) A 1—STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM SCALE: 3/4' = I' -O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LATER UNDERLAYMENT IS PERMITTED BU'r MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS - FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK I' MIN. 5Y MAUF. SLIDE FASTENED TO TRACK SRACKET9 ROOM UJ/ PRODUCT APPROVAL REQ. .*:.Z rEVE B' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. Um ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT SACKER ROD UIEATHER STRIP MOULDING ALL AROUND MY DOOR MANUF.) OVERHEAD DOOR 5Y OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2"=1'-0" 2x 5LOCKING 5ETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION CONT- 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM 50ARD OR 1/2'— HIGH STRENGTH CLG. BOARD &W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. 5D. WOOD BASE F15ERGLASS SHINGLES OVER #30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �J,' O.S.B. SHEATHING OR J, CDX PLYWOOD SECURED PER 1_0 FASTENER SCHEDULE T"P. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VVENTED SOFFIT PRE-ENG. GA5LE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU ML 0'-0' FIN. FLR TYP. WALL SECTION NO OPENING 1-STORY GARTR RT,nry WAT.T. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA w W U 0 F 4 U W C F A ti SlUBDIV. 8e LOT: CREEKSIDE LOT #54 PROJECT# 04321.200 054R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C so ARCHITECT: STATE OF FLOM rJ'vV_ OCT 17 2019 MICHAELL C. ANDERSON AR NO 17305 PRINT DATE: 10 16 19 SCALE: 1 /4"=1' — 0'� SHEET L) 1 SECURE 2x6 MIN. TO BLK W/ (2) V>(51 A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING A "--SECURE 2x4 ONE FLAT TO BLK W/ CUT NAILS, SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X76 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(1)1J'X8' J-BOLTS 4' EMBEDMENT W/ 2'X21>06' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1�BUCK ATTACHMENT D2 SCALE: in'.r-V 8' GMU V DRYWALL 1'X4" OR I'X2' P.T. NAILER 1x4 P.T. OR VX4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ 3Yb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-)4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 8' CMU " DRYWALL 2X8:® ❑ l'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-3W6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIRE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1/2" ,� WINDOW TO BLOCK +1-1/2" USCALE: N.T.S. 2X4: SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SITE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%' TAPCONS(MIN. *ANK SIZE .145 MIN. HEAD SIZED3b0 MIN. EMBEDMENT I Y4') - WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X4= SECURE TO BLOCK W/ 3W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 15" O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6tm SECURED THROUGH SECURE TO BLOCK 11,1/2-%- NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 Y4 MIN. EMBEDMENT I Y4') CMU AV AV DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 0 Zf7l'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-1f6' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT i Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TC BLCCK W/ 3f(,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X V O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X(0 SECURED THROUGH SECURE TO BLOCK W/2-3fc,' NON-STRUCTURAL 3ify' TAPCONS TAPCON MIN. 144' (MIN. SHANK SITE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8" OF EACH END 4 )4' 15' O.C. MAX SPACING. DRYWALL 2X8c= I'X4' OR I'X2' P.t. NAILER ❑ SECURE TO BLOCK W/2-3f6' DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. IVO.C. MAX SPACING. NOTE: SHIM AS NEEDED 70 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW D SCALE: N.T.S. TO BLOCK +2 1/4" 2X4= SECURE TO BLOCK W/ �(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END < MUST BE ON OUTSIDE 4 18 O.G. MAX SPACING. 2XrocEm SECURED THROUGH ,NON-STRUCTURAL %&l SECURE TO BLOCK W/2-3i(6 TAPCON MIN. 1-Y4' (MIN. t EMBEDMENT INTO BLOCK N. SHANK SIZE .145 HA MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') �' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING- ❑ 2X8cEm SECURE TO BLOCK W/2-Wa,' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IVO.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AO NEEDED TO pµMD JAPTp (DO NOT EKED Yi ) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" _ E SCALE: N.TS. 2X4= SECURE TO BLOCK W/ 341&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)44') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W12-W6' NON-STRUCTURAL 3i(g,' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. )t�" DRYWALL 2X8:® ❑ I'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER rIW/(2)l2d .145 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4') DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IVO.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPGDN MIN. TAPCONS(MIN. SHANK SIZE EMBEDMENT INTNTD BLOCK. .145 MIN. HEAD SITE 300 MIN. EMBEDMENT I Y4') all CMU 16' DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 1'X4' OR 1'X2' P.T. NAILER 2X8csw ❑ SECURE TO BLOCK W/1-1/4' j{`' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 1 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' D.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO M-W'M JAMIS (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/)14' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4' DRYWALL IS' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� SECURE t0 BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 T TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iu1 WINDOW 11 TO BLOCK +3 3/4" SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W D2 U W O E- 4 U W 4 F A ti SUBDIV. 8e LOT: CREEKSIDE LOT #54 PROJECT# 04321.200 054R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT STATE OF FLORIDA ill�p��✓�'� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 s s AN ` DATE: 10 16 19 SCALE: 1 /4"=1' - 0" SHEET D 2 r NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT. FLANGE OF CONTROL JOINTS BE WIRED TIED TO LATH' S. J� OL. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ` ® 1' O.G. MAX VERTICALLY i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERT.) O.C. MAX AT SUPPORTS WI LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM glNSTALLED MR MANUF. S CS.) e'' To i" LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO a MIN. 6 TO S• MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6' TO 8' 7.1014 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON Nam: \ TO NAILS OR STRUCTURAL STUD I. FASTENERS FOR LATH BE STAPLES IN COMPLIANCE W/ ASTM 0063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDIT17 \ TO WALL STUDS REQUIRED PER PLAN (D- M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A O1. FOLD INWARD PT. A 2. GREASE • PT. B 3. CREASE • Pr. C ® ®FOLD • TT• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT/ SHINGLE ROOFINGJ DRIP EDGE. OVERLAP 3_/ EXTEND 1/2' BELOW SHEATHNG, MECHANICALLY FASTEN 4. OG, MAX. OI. FOLD INWARD • PT. A 2. CREASE • PT. 15 ® 1. FOLD INWARD • PT. A 2. GREASE • PT. B 3. CREASE • FT. C 4. FOLD PT. G OVER PT. B TILL PT. C TOUO-66 BOTTOM FLANGE 13 T d" FLANGE WATER TIGHT SEAL- FOLD, DQ Ign CUT. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP o METAL LATH \ .X X X X I 16" MIN PAPER LAP BELOW�LY / WRB LAYER 42, FORTIFIBER BUILDING PAPER SCALE: 11/2' =1'-0' ® KIC KO UT DETAIL - i' THICK, 3 COAT CEMENT PLASTER (FRAI"E), IA' 2 COAT CEMENT PLASTER (CMU) �WRB LAYER 02, FORTIF15ER BUILDNG PAPER (FRAME ONLY) WRB LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LA1'hR8 OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPRQ25.1 9' ABOVE SNNCi,LES (FRAME ONLY) B.h FRAME OR C -tU Ex'IERIOR wvL�ii_�I I areem TL BAD WALL FLASHING u a�0 KICK -OUT FLASHNG (SEE DETAIL) <`" - � a ITT-�►_7q,?f,7 NQI€ INSTALL KICKOUT FLASHNG AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WATERTIGHT REAL (BEND OR SOLDER DO NOT CJITI LATH VERTICAL I -AP TO BE It METAL LATH WRB LAYER "I, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD`. NOTE- SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF- SPECS) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0jO415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 5' (225-MIN). AS PER ASTM C1063 1.81 -I.l-li�fl i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS-) 4' SELF -ADHERING MEMBRANE FL HIND (COMPATIBLE W/ HOUSE 4 WRA MATERIAL) OVER A D HOUSE WRAP. T XT N • TO PIPE It OR LESS IPE PENETRATIO CUT AND OVERLAP ONE SIDE SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REGJIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP + IEATHINCx SYSTEM IS LAP INST LLED, PLEASE SEE IS• LAP m LA-H M#NUFACTURERS 3" LAP ® PAPER STALLATION PROCEDURES ZA )7141- F FEN T� t4N FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK .STEP �'2 T I ON SELF-AD/Pf3ROVED MBRANE FLASHING (GOI/ HOUSE WRAP MATERI'x4' SELF-ADHERINNE FLASHING OVE HOUSE WRAP. T AND OVERLAP ONE SIDE OF ELF -ADHERING MEMBRANE FLASHING P R •1, WRAPAYER 4, FORTIFIBER NG PAPER 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 V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING LASTOMERIC COATING OVER STUCCO/ . . FINISH (SEE TYP WALL SECTION) i mwithASTM .7 lasterm ortland cement plaster it he application f A C 926-12A. xterior la 'ng and framing th ASTM C 63-12A. TAIL Cf=RA1" I 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) K I�I ~ 8'I THICK, 3 COAT CEMENT I PLASTER (FRAME), 1/211 2 COAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER DRAINAG;E FL,ANE (UJR5 ROOF/WALL SCREED LArER #1, STUCCO WRAF) rp"Xr5' 01 ` TYPE CONTINUOUS WfR8 L,4"1'EfR *�2 (FOfRTI�=I5EIR GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT 5U I L D ING; FAFE R) WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, 1"1ET)4L L,/�Ti--I j -- INSTALL WITH ROOF CEMENT r STUCCO ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES " L" FLASHING (: ) N.T.S. UJOOD SkEATk INGz ^ ? 71 -77�7, OR 1116' ZIP SHEATHING SYSTEM ( INSTALLED PER MANU=. SPECS.) SELF-ADHE&IVE FLASHINCir - - - NOTE : 1„IETAL LATH: LATH TO 5E FER SECTION R103-7.1 / A57-1 C-B4i-0g/ t-11N. 2.5 L56- RER SO. '*T ,ARD (UTILIT"r OR NO%IINIAL LATH DOES NOT 1"1EET SFECIF: ICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325od ii W U W O F 0. v 4 F SUBDIV. & LOT: CREEKSIDE LOT #54 .a PROJECT# 04321.200 054R1 MODEL, 4EBB "1828-CALI" GARAGE STfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. JC IF ARCHrrECT- STATE OF FLORIDA t I OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 PRINT 10 16 19 DATE: / / SCALE: 1/4"=1'-0" SHEET NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I' BACKER ROD WRB LAYER 01, STUCCO WRAP INSTALL Fi' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND 51DES ONLY. SEALANT IS TO BE TOOLED 50 A5 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND DRAINAGE PLANE (WR5 LATER *I, STUCCO WRAP) LURE LAYER *2 (FORTH=15ER - - - - - SUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING OR 1/16" ZIP SHEATHING: SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-84-1-09, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF- DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' F- � I / NOTE- IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD nY LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYISLEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT 8 ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 4% STUCCO WRAP WOOD SHEATHIr APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E—Z BEAT OVER 60 MIN GRADE 'D, FELT —PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF #1 ST= #3 .,.,., o _._.. G G O O• a o .o 0 0. .o.o., o O E LE 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CTION CONSTRU:;`FINISH' WOOD 11 FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX a' -MU X 70Y�' MID -WALL WEEP ;REED - ` 7a �a h' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _ MASONRY BEFORE APPLYING: TEXTURED FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER M, STUCCO WRAP CUT X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER r1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP TRIO AL -_ X 6T E F "2 WRB LAYER 01, STUCCO WRAP SELF —ADHERING: MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING: PAPER 5Tfi # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T EPTAC LE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U r4 F rn rn 4 A SUBDIV. & LOT: CREEKSIDE LOT #54 PROJECT# 04321.200 054R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY LDETAILS 60 MPH EXP. C ARCHITECT STATE OF FLORIDA CT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 16 19 DATE: / / ' SCALE: 1/4"=1'-0" SHEET 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W o� F Em U h A F A r SUBDIV. & LOT: CREEKSIDE a LOT #54 PROJECT* 04321.200 054R1 MODEL: 4EBB "1828-CALI" V. GARAGE SVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 00 ARCHrrECT. OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 10/16/19 ' SCALE: 1/4"-1'-0"' p;jAV* �4 �4 a A3 / I � 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DrmiP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH iw CMU METAL FASCIA WRAP Yell FROM STUCCO, 1" FRO WOOD WALL EXTERIOR WALL CFRAME OR CMU NOTE: NOTCI4 FOR 2X6 SU5 SAND ONLY `\ f � 1 A(�ELEVATION M I� I� I\ I� r r 1 I � 1 \ ) 1\ \ METAL F/ 2X6 SUB 101 ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (5EYOND) �\DRIP EDGE, r OFF WALL VNOT INTO STUCCO) 1-1/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH Q CMU / ��2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SU5 BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH UUOOD SHEATHING OR CMU UJRB LAYER *I, STUCCO LURAID (FRAME ONLY) WRES LAYER 02, FORTIF15ER ESUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EC)GE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO 5E CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/12d NAILS KJ"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 9 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 -SAND WIV2llx4" NOTCH a END, WRAi`PED IN PEEL E STICK *ROOF CElIENT a ROOF EDGE OMITTED P�OR CLARIT`I' FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE 50TTOM OF DRIP EDGE 2x SUB -SAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 El A(�ELEVATION M I� I� I\ I� r r 1 I � 1 \ ) 1\ \ METAL F/ 2X6 SUB 101 ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (5EYOND) �\DRIP EDGE, r OFF WALL VNOT INTO STUCCO) 1-1/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH Q CMU / ��2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SU5 BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH UUOOD SHEATHING OR CMU UJRB LAYER *I, STUCCO LURAID (FRAME ONLY) WRES LAYER 02, FORTIF15ER ESUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EC)GE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO 5E CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/12d NAILS KJ"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 9 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 -SAND WIV2llx4" NOTCH a END, WRAi`PED IN PEEL E STICK *ROOF CElIENT a ROOF EDGE OMITTED P�OR CLARIT`I' FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE 50TTOM OF DRIP EDGE 2x SUB -SAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 El w U w 0 a w G F a SUBDIV. 8e LOT: CREEKSIDE LOT #54 PROJECT# 04321.200054R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT STATE OF FLORIDA OCT 172019 MICHAEL C. ANDEFWN AR NO 17305 r DATE: AT : 10 16 19 SCALE: 1/4"=1'-0" 1 SHEET Ak_j 39'-8' 2$ 8 '4'9,_8, 9'_6" 15'-10" 3'-4" i 3 1.1 L_ 7 E L:l IL L I I I I I I IL I I I I I I I I I ILILI I I I i C FM-12X12 — — FM-12X18— — —1 m 1 1, x IN C?I N So 4„ CONC. T ^� bo I r w LL SLAB I� a¢ ILL O *3 1/2 F-24X24 10'-01, c3 0 N OP b) L cp u') 10 I F FM-12X18 EXTEND 1.1 SLAB 1' 1/2" U 111 I O a En I ( � I I co u TOP OF SLAB r co °° o X I - rn "' r LI v LLI IL h " X N t.: Iq nil I 19'-01, 5'-0" rl I 1 4" PVC CHASE 1.1 0 TE-1 �u N 4„ CONC. I SLAB 1/2 e 4:5 2 8 1 T 8"ol 01I TOP OF o - L 151 3'-0" SLAB M I i I bo I 3-6" N Lb co xl r co W a u- cm n 1 EXTEND o 1:d SLAB 1 1/2" 2 �r 14 CONC. I 1.1 I SLAB w o wl N �jFM-12X18 X 31/2 o r I1 Na�I �I3 I� 271/2 0 1 1 co Ism 1.120 L 1.1 — FM-12X18 — _ 1.1 J n - FMC 12X18 v _ — FM-12X18 _FMC-12X18 F n n n n 4 4 1.1 1.1 10'-2`1 3'-10„ 2'-8" 16'-0, 2' 8 14'.0" 4'-4" 21 _4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" i I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES: 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE', SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DgORS 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. 11.111INDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMSWITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30' , #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING 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 A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE`. 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. LONG TE-1 8" SEE PLANSHORT 10" ( #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FM-16xl8 16" CONTINUOUS 18" (2 #5's + 0"-0" FMC-12x18 12" CONTINUOUS 181, (2 #5 1N CURB VARIES F-24x24 24" 24" 12" s s (-)0„-4„ SECURE STRAP TO CONC. W1 (2)-3/16'X2' TAP -CONS CONC., SLAB A/C SIMPSON U1B UNIT ROLL STRAP OR EQUAL sv EACH CORNER OF UNIT SECURE STRAP TO UNITS UJ/ (2) "'8x1 1/4 BHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA32901 PH: 321-802-3591 www. a b d e s i g ngro u p.0o m AA #: 0003325 J w1 > Ga ll r1 j k hl q v I aMw 1 I' k1 s� C68 �1 a �� li ceI�I Ei RCd Y �9 gg�1 ,e03vsDIV IeOT: CREEKSIDE LOT #54 t' PROJECT# 04321.200 054R1 ODEL 4EBB "1828-CALI" ARAGE S WING p� RIGHT PAGE: U FOUNDATION PLAN �i 160 MPH �p t a ARCHITECT - STATE OF FLORIDA 1 n OCT'-"-2019 MICHAEL C. ANDERSON " AR NO T7305 PRINT 10 16 19 ATE- / / CALF: 1 /4"=1' — 0" SHEET — 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED I �C CELL SEE PLAN FOR SIZE AND F CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS ¢ F I SPACING REQUIREMENTS — d 7 rf GARAGE DOOR ~ m w RECESS onU w I 00M w� � I v� Q FM � a p 8' CMU WALL I CORNER BARS, SAME SIZE AS BAR 8` ir co_ z 8" CMU WALL _ W O +- 0'-D" ° z I IN FOUNDATION WITH 30" LEG EACH o M WAY AT ALL CHANGES IN DIRECTIONS U uUj �' TOP OR SLAB TOP OF SLAB I vil SO THAT THE STEEL REINF. IS CONTINUOUS+- 0'-0"PF MATCH AMOUNT OF CONTINUOUS BARS■ GURB FOR SEE SLAB SCHEDULE VARIES : LL i� MASONRY }i EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2 ISOLATION L 6" CHAMFER 2-STORY :I ( ) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE g FOR WxD, BAR SIZE iv AND BAR QUANTITY SEE SLAB SCHEDULE TOP OF GARAGE I CONTINUOUS STEEL MONOLITHIC UNITS SET EXT. PORCH SLAB 4" CHAMFER (I -STORY) FOOTING REINFORCEMENT SEE SCHEDULE — 7'0. OATOELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • " • SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST � AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO N EXTERIOR MONO —FOOTING EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=V-0" 2 �SCALE:3/4"=V-0" 3 CORNER BARS DETAIL 4 DOOR OPENING a GARAGE SCALE: 3/4"=1'-0" n LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF48" AND NAIL W/ 16d COMMON VERIFY HEIGHT AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL W1 PLAN LAP TO OCCUR OVER STUD OF WALL W/PLAN I w PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED � I NEW REINF. BAR No 2 STUDS SEE PLANS FOR PLANS FOR SPACING. SINGLE E SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE O 0- SECURED W/ 2- PART SPACING. SINGLE BTM: PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. d. W/FLANGE@ BASE d ¢ EPDXY. MIN. EMBED TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J Q ( 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY o -i p FOLLOW ALL MANE. MAX. NAIL 16' O/C STAGGERED. LISP SPTH4 OR SPTH6 BTM M � ¢ I SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/ ADDITIONAL METAL USE AND 10d x 1 1/2" COMMON NAILS SECURE FLANGE TO F- mCONNECTORS NOT UPLIFT S PUIRED R SENHEN T. NO I ALL HOLES, DO NOT USE SLAB W!(4) 1/4" X 2 1/4 Z HOLE. 10d 3" w w PREPARATION OF TAPCONS SEE SLAB SCHEDULE SEE SLAB SCHEDULE k a 01 TP OF SLABOTOP OF SLAB Q k) r 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) EQ. EQ. —_SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 SCALE 3/4"=1'-0" MONOLITHIC FOUNDATION _, INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR CURB FOUNDATION WOOD WALL V SCALE: 3/4"=1'-0" SCALE: 3/4 _1' 0" (WI UPLIFT) SCALE: 3/4"=V-0" (NO UPLIFT) a LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED I AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT _- CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING - PROVIDE BLOCKING 2 WALL W/ SYP No,2 STUDS SEE \Q a PLANS FOR SPACING. SINGLE SECURE BT: PLATE TO }— BTM PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB WS A MASONRY NAIL 02 w 16" O/C STAGGERED. U ADDITIONAL METAL a 4 CONNECTORS NOT REQUIRED WHEN NO O 8" CMU W o POURED LINTEL CONT.(TYP.) UPLIFT IS PRESENT. co Z\lj TOP OF SLAB4 1 1 - rp•. 8" CMU FILLED CELL (TYP.) rx �ti 1----�F•-�1 .1 �O 2X WALL FRAMING y SEE SLAB SCHEDULE I • ' " SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5" Z s MINIMUM EMBEDMENT INTO _ + 7 0 0" I Z "ISOLATED" COLUMN PAD TOP OF SLAB GROUTED CELL, 4" FROM ENDS AND l — �. CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ; °D POURED MONOLITHICALLY WITH • • T - - - _ FOUNDATION AND SLAB F7 SEE SCH ULE k_�SEE SCHEDULE • • FOR WxD, BA SIZE FOR WxD, BAR SIZE AND BAR QUAN TY AND BAR QUANTITY_ a MBINED EXTERIO MONO— INTERIOR FRAME BRG WALL TO )�TRIOR FOUNDATION WOOD WALL OOTING AND COL. P BLOCK WALL CONNECTION- 9 SCALE: SCAL : 3/4"=1' 0" 1 (NCB UPLIFT) SCALE:3/4"_1'-0" { �p BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J II `FDDT� TOOT: CREEKSIDE LOT #54 w ]PROJECT# r0432l.200/054Rl BB —CALISWING: RIGHT C GE: �a s DETAILS f I! 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 17 2019 MICHAEL C. ANDEPSON AR NO 17305 MMA DATE 10/16/19 SCALE: 1/4"= i' -- 0" SHEET 4 St.1A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-1591 www.abdesigngro4p.com AA #: 0003326 CREEKSIDE LOT #54 PROJECT: 04321.200 054R1 MODEL 4EBB "1828—CALI" GARAGE SWING.: RIGHT PAGE: DOWEL PLAN a 60 MPH EXP. ARCHITECT- STATE OF FLORIDA 'MT--1 7 2019 MICHAEL C. MD1 RSON � AR NO 17305 PRINT 10 16 19 Da / / SC ,j7-': 1 /4"=1' - 0" SHETKT ,C) I IE VEH I IGAL HEBAH TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. -7 I.; r G h m Q p CLEAN OUT REQUIRED 1' ¢ FOR INSPECTION r m m 0 1 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z_ >. t) 0 CJ HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" Z I STEEL REINFORCING IN GROUTED V CELL SEE PLAN FOR SIZE AND O. }. SPACING: REQUIREMENTS m 00 J O V z 8" CMU WALL 01-0.1 CD TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE z � -- EXT. PORCH SLAB 4"'CHAMFER (I-STORY) W/ 1/2" ISOLATION JOINT (WHERE _1 CHAMFER (2-STORY) APPLICABLE) Z MATCH STEEL 6" PVC CHASE cli THRU FOOTING r REINFORCEMENT PER SCHEDULE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY /\ PVC CHASE TI I I 1 r/\/1TIA Il'1 z flCMU UNIT DIMENSIONS ARE NOMINAL SIZES ,11 10 MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-80243591 www.abdesigngroup.com AA #: 0003325 F a O o F I• ,4 v W n . R p � I f ix CREEKSIDh LOT #54 4a I PROJECT# 04321.200 054R1 MODEL 4EBB "1828-CALI[" GARAGE SWING: RIGHT P .GE: s DETI n , t60 MPH EXF ARCHITECT-. STATE OF FLORIDA OCT 17 2dM9 ICHAEL C. ANDERSON tkmAR NO 17305 I3 �AEc 10/16/19 SC :1/4"=V-0" SHEET S10 2 iF FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od'x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG'NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3., ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS:' 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6 BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTINGSTRUCTURE 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 — 1 (1) #5 — NIA — GROUTED SOLID --------------.--- ---�— 1 8F16-iT/OMlOB -�---- ♦ 8F16-1T/OM/OB 8F16-1T/6M/OE 2.1 1 ♦ 1 ♦♦ �� 1 to ♦♦ � 1 ♦ � 1 1 ♦♦ 1 i 1 ♦♦ 4*co f GT 8F24-lT/OM/OB ♦ - m ro. I 1 ♦♦ 1 lip 1 �. G' el Ao kl F 0, 1 <a 1 � 1 eP 1 1 3� 1 1 1 1 1 � 1 � � 1 , 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 cn j1 la 2 I ho-1 1co 1 �1 1 ILL 1 1°' 2.1 1 I°'1 1 1 II 1 II —UNO, PROVIDE BB1 WHERE 1 I) 1 ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 1 L —— — —- Ii II R �♦ 1 1 ,♦♦ 1 1 ♦ 1 ♦, 1 ♦. 1 %% 1 1 �4* ♦♦ 1 ♦ 1 ♦♦ 1 8F8- 1 T/OM/OB � 1 1 i�♦ � 1 1 ♦ 1 1 ♦ 8RF6-1T/OM/OB 1 1 1 8F16-1T/OM/OB 1 ♦ 1 8F281TlOMlOB 1 - 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 U E w 0 0. a o- F v E-; r s SDI de LOT I' CREEKSIDE LOT #54 PROJECT# NIA 04321.200%054R1 MODEL: 4EBB "1828-CALI" £GARAGE SWING: RIGHT : - LIFT BEAM N PLAN AND { NOTES %1160 MPH EXP. Am.T STATE OF FLORK3A 1 I CT-1 T 2019 I MICHAEL C. ANDERSao AR NO 17305 hft PRINT' DATE: 10/16/19 1 SCALE: 1/4"=1'—O" " SHEET S 2 FILE 'OPY NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �\O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND G� AS DEPICTED HEREIN. 1 �\J STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED SO THAT THEN THE LAST #5 ° COURSES ARE HODULD ° THE DOUBLE D BEAMS I BOND BEAM COINCIDE WITH AL 5 SLINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/BQ" LAP FOR EACH 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP O OF THE LINTEL VERTICAL REBAR W/ 10" HOOK O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEER / Z P6c��Q� 8x16 DBL. BOND TOP OF EBAR BOND BEAM EACH COURSE G Sx8 BOND BEAM TOP OF W/ (1) #5 BAR BOND- BEAM 30" TYPICAL $- OF F - FILLED W/ GROUT \O(\A U 'UNFILLED GROUT SOLID FROM - TOP s1 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM #5 BAR IN BOND BEAMBEAM COURSE SEE NOTE 5 5�\P� 16-1 T/1 M/OB NOMINAL�� NCRET 8x8 PRE CAST COE LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT LENGTH OF BAR - WIDTH OF MASONRY BONDBEAMC OPENING-2" BEAM DESIGNATION E CORNER BOND BEAM COURSE OR REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 1 THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE 3/4" V-0" AND XFXX 1T/ONI/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING - PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 f TAPCON OR DRIVE PIN (MIN (! SHANK SIZE.145 MIN HEAD I WINDOW - SIZE .300 MIN EMBEDMENT 1 1/4") 8"FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT w 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE-CAST- 3 OR DRIVE PIN MIN H S ANK t WINDOW z N SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 14)8" N r SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT kk F' 2x8 (MIN 2 X 3) 2-3/16' TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING' 1/4") 8"FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MINI-1/4" MIN.2-12d PER BLK. EA. END EMBEDMENT /7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL �SILL CONSTRUCTION 1 `"F scALe11/2"=1'-0" 5 ARCHWAYFRAMING DETAIL �J , r r7 SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. Or FILLED CELL BOND. BEAM f PROVIDE #5 BAR STEEL REINF. OF OT EACH SIDE BOND. BEAM TION CHA E CHANGE IN k ELEVATION OF BOND BEAM 7 SCALE: 3/4 = - �w �a 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32 PH: 321-802-3�91 www. abdesigngroup:col AA #: 0003325 A CREEKSIDE r; LOT #54 PROJECT# 04321.200 054Rl MODEL 4EBB "1828-CALI" Cw'A.RAGE SWING.; RIGHT k� yyy�PAGE: �1 �3 k1 ? DETAILS 160 _MPH EXP. ARCHITEii STATE OF FLORIDA ()mv�z� OCT 17 2019 MICHAEL C. ANDERSON AID NO 17305 PRINT 190 16 DATE: 1/ / SCALE: 1 /4"=1' - 0'2 SHEET S2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM.CHORD ,(MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. "4. AVOIDPLACINGA TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CONNECTOR SCI ICDULC II CONTROL DATE 01-05-17 - MiTek USP SIMPSON MiTek USP SIMPSON DES. UPHEI GRAVITY DES. I. UPLIFT GRAVIIY LN1H1 FB IENER II1A16-18 1625 - MLIA-16 1450 8SI 2`1-PLY ] 16d 2-PL '.8 BED4 1) dX 1/ ,(I - (I , / 2°2- LY,(6)16d2PLYCMBCD4- (2)1ITA 1618 2430 (2) META-16 1985 111)1Udx11/2"1-PLY,CMDLD ,,. 110)lOd 11/Z, I LY,EMBCD4' 1900 — - 110116tl2-PLY, HM31,134" IR l6d2 PLY,BM ) EU4', H1A 16 1870 HE1 A-16 1810 (10) 10d X 11/2", (B) lbtl 2 PLY, LMBLU4" (9) lOdx 11%2" 14 LY, (e)16V 2 PLY, HIA20 1970 HEIA20. 1810. (30)10dxll/2",(B1IW2RLV,LMBLD4" (9)10dx 11/2'1 1 LV,(8)16d2PLY,LMON4- K (2)IIIA-20 Z4330 (2)II1-1 A'20 2035 (12) 10d x 11/2', 1-PLY; EMBED 4" (10)10dx LSf lPLY, EMBED 4" 2500 (10)16U 2-PLY, EMBED 4" M. 112) 1fid_1P7 LIVE E04' O LUGT-2 2260 LG T 2 2150 BEK514 x3 Wed eBolt +Amhors WOOD 16 IDtl I 1/ 8 1 1 I] 14'x ;9'tllti8, I / z/ 6 6d U11 , WOp f l N a UHTA-10 2430 UtlAL 10 2480 1 dx1121PLYALI RNAILUSL OF 2111A�20 ACCLPIAULL 16 0 L 1 I ) / 18 -30dx 12 1 I. 3 F PLYALICRNgIL USLOF2114 A20 ACCLPIAOLL I I MUG115+ 4175 MGI+ 3965 (1) S/V AI H IN I(IGH SI RLNGIII EPDXY (MIN. 12" LMULD),(22)1Od IOWOOD) (1)5/8"A1 R ,[ GI 151 RLNG111 EPDXY(MIN 12 LMBED),(22) 10d 10 ADOD -II UGH 2+ 9790 1IG12+ 10990 WOOD 18) LEE, MASONRY 12) 3/4'A.T.R (2)3/4"ATR IN Id GIISTRENGTII CPDXY(MIN IkEMBCD),(1,8) 10d TO WOOD HUG13+ 9860 11G13+. 10530 1 WOOD (8) 106, MASONRY (2)3/4'A.I.R (2)3/4"AIR INHGH S1gd, G1H EPDXY (MIN I2 EMBILD),(d6)'10d 10 WOOD LUGT-3 3525 LGT3.SDS2.5 3285 ICONIC(4)3/8"XS"WQdgo-BOR+Anchars,WOOU(12) W525 (12) SDS 1/4x31 GIRDS ( 3/8 x5"III LN HD10 WAW LPIq 1510 PARALLLLI O WALL 14]0 PERPENDICULAR TO WALL LI A2 1210 PARALLELI O: WALL 1210 PLRPLN DI CUTA R IO WALL 110)l x11/2" LF - (10) 10d x11/3 ' I MUG115 4175 VGl 4940 (1)5/8 A.I.R. I N IIIGII SI RLNGI I I LPDXY(MIN.. 12 DARED), (4) 10d IOP/(6) 10d FACLAUJ lOd BACK OF I RUSS f115/8"A1H IN I)GII SI RLNG I I I EPDXY (MIN. 12 EMBED),(161 SDS 1/4"x3" IIUGI 7185 (2)MGT 7185 R15/8'A.T.R. IN I IIGII SIIENGII I EPDXY (MIN 12 Cf41BCD),I8)10d (215/8"ATR IN II GII STRENGTH CPDXY(MIN 12 EMBED), j321 SOS 1/4"xT MIW12 1195 MIS-12 1000 (14110d x 11/T',(14)lOtl (14LI, X1y/2 kl I ITW 16 1260 ZITS-16 1150 (16)10d X11/2'%(ifi)1111 - (16)10d X 11/2" HIW 20 1530 HTS-20 1450 (24)10d X 11/2", 120)10d (24)10d%11/2 HIW24 1530 HIS-24 1450 (24) 10d x 11/2•,(20110tl (24) 10d 11/2 EDA 12++ 930 ISIA12++ 925 1101 Lod (10)10d LSTA 18a+ 1235 LSTA18 L+ 1235 114)10d (14)JIM MSTA 18++ DID MSTA-18+ 1315 (141 ILA (141106 MS1A-24++ ` 1640 MSTA-24++ 1640 ITS)Lod S (19)lad MSIA30++ 2065 MSI A-30++ 2050 122)lod d (22)10tl MSTA36 a+ 2065 MS1A-26« 2050. (26)lod I - (26)10d KSTI236 38N MSII-36 3800 (36)Lod X 1 in- �_ (96)10d X 11/2 KTSI248 5140 MST148 SOBS (48)10d X 11/2' (49)10d%11/2 LH A6 121D H6 950 (16) Ed x 11/z, 116) Up _' (H) 8d 10 PIA1 LS,( IRd 10 SI LOS SPI 24 1030 SP4 1 995 (6) 10d TO STUDS161NMTOPWL - (5)1Odx11/2'101UU5 MP34 525iNF1@160% A34 5151NFI@ 360%. (4)8dx11/2 TOBEAM,(4)Bds11/2-TOPOST Y (4)8tlxi1/2 TO EAM,. 418dx11/2"TO POST IIIICP2. 800 IICP2 645 LED) 10dx l l/z'IOIRUS%*� X11/210P (12)10d X 11/2 R116A 1390 H10A 1140 (9)10dx 11/2'10IRUS9, 1DdX I Ilr IO PLAT. (18110d XI1/2 MUG115&PHNA 4175 VG18, HEN 4565. (28) IOd TOTROS,(N)W9WOOD3 CWSTOP*W/5/8'NIRCAOCDROD (16)SD5:1/VO TO WOOD,(10)SDS I/4"x21/2 W/TI IRCAOCOROO,(2) NUTS/WASHER/2PLY MUG315&PI IDEA '4175 VGl&IIU]9 4940. 129) 10d TO TRUS,(10) ".WOODSO$WSTO POSTW/5/8'11IREAOCDROD (16)-SOS:1/4'x3 TO WOOD,I(3)3/4"STUD BOLTS W/TI IREADEDROD,(2). NUTS/WASI IER/2PLY PAU44 2535 6]]5 ABU 44Z 22M 6665 11)5/8 A.I R IN HIGH SIRENGIH EPDXY, (MINJ" EMBED) IN DOW,(12) 16d IOWOOD.. (1)5/8"AIR IN H GH SI RENGI H EPDXY, .(MIN.)"EMBED) IN CONE.,112)16d 10 WOOD PAU66 1380 16005 ABU 66Z 23W 12000 (1)5/8 Al K. IN HIGH STRENGTH EPDXY, (MIN .]" EMBED) INEDNC,(1)16dl OWOOD (1)5/8"A.TR IN H GH SI RLNG1H EPDXY, (MIN.]" EMBED.) IN CONC,(12ELEA 10 WOOD LT 519 +++ 1205 L1119 a++ 1340 (1)3/4 A1R-1N 11161151 RLNG1 I I LPDXY,(MIN.]"AMBL011N CONC,(8DW 10 W000 (1) 2/4" A.1.R. IN I I G I I STRLNGI I I EPDXY,(M IN] EMBED.) IN CONC.,(8)10d 10 WOOD . L15200+++ 110U L1120B++" 1500 h)3/4 ATR.IN111G1111RCNGNI EPDXY, " EMBED) INCONG,(10)L XI-112TOWOOD (1)1/2 A.T.R.IN I I GI I STRCNGTFI EPDXY, (MIN. J EMBED,) INCOME,(10110d TO WOOD O 111145 41W 11114 @35 I115J8'A:T.R.IN111G11 S3RCNGTIEPDXY (NIIN, ]"CM000)1N[ONC, (18)16tl%21/2' (1)5/8' A.TR IN IIGI I STRENGTH EPDXY(MIN]" CMBCDJ INCONC., I26)16d X21/2" Z II1T45 5005 - IITTS 5090 1 58"A.LR.INHIGN SIRENGiH EPO%V NIIN. ]"EMBED IN CONIC 261fitl%21 1 ) / ( ) .f ) 158'A.T N.INH HIGH (1 / EPDXY MIN ] EMBED INCONC 2636tl X212 ( ,) 1 / Q UPHUll+ 14395 IHOO11-5D5 25+ 11810 11)I'A.LR.IN 11161151R114Glll LPO%1�(MIN 1 0"LMBW)INCONC,(24)WS3 DSCRLWS ` (1)1'Ai A.I.R. IN I IIGII SI RLNG111 EPDXY, (MIN. 10LMBLDI INCOW,(24) SUS$' x 2h WOOD SCRLWS PI NSA.. 6525 HU)D fi645 (1)5/8°: A.B. IN IIIGII A ENGNI EPDXL4 IM IN] CMBED)INCONC 1141W53 WOOD5CRIEWS (11 ]/8"AB INIIIG ISTRENGTII EPDXY, (MIN. ] EMBED.) IN CONC,(3)3/4"STUD UOLTSTO W000 ID%8 ]8]0 Il)]/V A, B. IN HIGH SiREN61H EPOf (MIN ] LMBLUIINCONC(3)7/8-SIUDBOLISIOWOOU. NFM35XUU 25W ]130 MBIIA. 3.%/u.25 34]5- 5330 (1)1/2"'I-13011 IN MIN 6- EMBED & ILESS 1ITAN4'FROM EWE OM CONCW/3/4' DIA II W RAMSEI/REUHLAD DVNA BOLT SI[M AN[IN)ROR CQ MINSCMBCDINSCAUEDIN FACE(IR)10tl ATlOISf (1)3/4"AIR IN HE EPDXY, (MIN. 675 H Si RL NGI H EPDXY, IM IN 6 75 LMBLUMI, NI) INCM.U.I OP(1)3/4" A R I N HIG H SI RENGIH tM8EUMENI)INC.ML. FACt,(18)l0dIpDLAM HU54124 30fi0. 2710(100%) HUS(412 ( WOOD) 3835 2660 f100%.): - (1016C TO HILI(1011WTOWppp O. R (10116d TO IILADC,(10116d TO WOOD - -. 3325 3265(125%L w CD(EMU) 110430IF (CMU) 1950 SOLO I IUC410 1800 4500 (1811/4"x3" WSI SORWS, DEB) lod'10 .. WWU:U5P (20)3/16�lAPPER+, (10�10Q10 WOOD (18) 1/4s 2.3/4 II EN (HPN�R FLANGE) 10EMU, (10) LIE 10 WOOD Z SHD210-21F(CMU) 1950 5000 I IUC210-2 (CMUI 1800 4500 (18) 1/4"' .3" WS3 SI31EWS,110110dI U WOOD. USPI20)3/16"TAPPUFHj .dTO WOOD (18)1/0"xt-3/4"T TEN (9 PLR FLANGh110CMq IDI IDtlIO WOOD .. NU21U-31F(CMUI 1550 5000 HUC21O-3 (CMUI 1B00 4500 (19)1/4"X3"W53smwsW 110) 30 WOOD USP (ZO)3/16"TAPFCRa, 110{30d TO WOOD 11811/4 x23/4 TI IN (9 PCR FLAN6C)T0 EMU, (10) 10d TO WOOD LGUM26-2 2125 6065 LGUM26-2-SM 1430' 5595 14)3/9X4"Wedge- ft+AR or,,W000 PLWS3WOODSCIlEWS (4)3/9 x 4111 LN HE ANCHOR S(2 PER FIAN61,)10 CMU,(4)1/4%2.1/2 SDS SIMhW51 O WOOD 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. a, CJ1 n n u u ( At- it---- 4". EJ7 4v I 1r -w— C.11 CJ3 = II n n 2q I n u n II II a II a II n n II _, CJ3 3.1 r II II II II II o ATTACH 4'-0" LONG 2x SCAB TO 1A CJ5 I( t II TRUSS W/ 1Od NAILS @ 6" O.C. II II II II II _— _ r (4' FROM EA. END) =' CJ5 3.1 I A14G 77:= I I 16 I I" 5cj g 1A 04 @ O_ _ _ _ = PRE -FABRICATED ROOF TRUSSES @ 24" O. . MAX_ - L_ 1--1--- ---- —� .. _ l I MR =77 A1A I 7 I - 1 T 2"x54'I I I TTIC I Q ===—ACCESS—_�— I I I I I I I I I I I _ All =_ ___ —_�_ _ _ — =_=�P =__ _ = 'A13 1A 1A L I 0� 0311 -7-1,; 1A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 aI PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 1 I �2 r 34 f ke:U a "? 9 P'3 a 11 a Pa a k � 1 I C3 1 I Y_"J1 c' i1 II Q � I � I ,1 4 SEW � r UBDAV. LOT; P, CREEKSIDE LOT #54 R'r 1 f I PROJE CT 04321.200/054R1 MODEL: r 4EBB 1828—CALI GARAGE SWING: RIGHT i ,SAGE: l FRAMING I PLANa L60 MPH EXP. C ARCHITECT: H STATE OF FLORIDA r 'T I f WIV MICHAEL C. ANDERSON AR NO 17305 DATE- 10/16/19 FRAMING PLAN SCAT 1/4"-1 0 SCALE:1/4" V-0" SHEET �o- S 3 4 In R6,,: gy �� •: PILE 100PY ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP ROOF/WALUFL@OR DRAWINGS FOR REVIEW SHEATHING r AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP "ROOFWALUFLOOR WITH (9) 10d z, 1/2" NAILS TO HTWM20 W/1010dTO SHEATHING TRUSS EA. PROVIDE 4 MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" TAPCONS TO CONT POURED LINTEL A-(,)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1/2" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO # 1900 UP LIFT PLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHOWN) USED IN CONJUNCTION WITH FACILITATE 2-PLY CONNECTOR. INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) FL#17680 TRUSS AND (4) 1/4" x 2114" 1x2,2x WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM kI SEE ARCHITECTURAL WEDGE BOLT& (16) 16 GALV. NAILS TO POURED LINTEL C= 2x SECURED W/(3) 16d GALV. COMMON NAILS. ENGINEERED WOOD TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 1x2 SECURED 1 I TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3/4" 6 WEDGE BOLTS AND (12) WS3 SCREWS FL#6223 3 N GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL hf 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d It ANC APf ROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 4 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED I. GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHE( ULE SEE SCHEDULE A ALLOWABLE UPLIFT U:1870 LBS, L:710LBS (, STRAP) A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) = B ALLOWABLE UPLIFT U:2430 LBS,i;1310LBS (2 STRAPS) B ALLOWABLE U�'LIFT - U:9000 LBS, L:1310 LBS (4 WEDGE 80LTS IN RFUS) TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1 a 1 b TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE:3/4"-,'-o" GIRDER CONNECTORS) - 2a 2b - 3 SQALE:3/4"=1'-0° C GIRDER CONNECTOR(S) scaLE:3/4"=,'-o' 2x4 BLOCKING BETWEEN BRACE W/ (3) 1 dD@ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0,, TO 30'-0„ (1) X" BRACE SEAMS) 301"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (,) 'X"BRACE @ CENTER 5 I, W/ 1/2" (�) "X" BRACE DIVIDER EQUALLYDIA " 6'-0" MAX W/iX4 ' ( ) CENTER TO END: AN HO W/ FROM CENTER ANCHOR BOLT W/ 2" k as '... OR 10' -0" MAX (W/2X4) v � WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX Lu U PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ o &5 Lu a } MAY NOT BE (2) 10d's @ EACH TRUSS REQUIRED TO BE INSTALLED @ MAX. BTM: CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. r `a 1 x4 BTM. CHORb'BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN 'I COMMON NAILS AT EACH CHORD L BLOCK WALL W/ GABLE END t' INTERSECTION TYP. $TM. CHORD BRACING SCALE: 3/4"=1'-0" PRE-ENG'D TRUSS NOT USED fi scALE: a/4"=r-o" NOT USED �.�� 4 45 NOTCH DEPTH1/4'D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>5i8" USEDSOLONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING �+ <2/5'D SGL. STUD 1 OUTER OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE>5/8 EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A RT16A USP (FL#,7236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1"AND F2 FORCES. - i5) F., I BTM. HOLE DIAMETER PLATE <3/5'D DBL: STUD NOT USED 9 STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS NOT USED 11 SCALE:3/4"=1'-0" g $GALE: 1 1 /2"-1'-0" 1 0 r, 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32,901 PH: 321-80235911 www.abdesigngroup.com AA #` 0003325 EE; w d W U E. 4 E. A K . �. C ; Tm M M CREEKSIDE 1fi LOT #54 0 ]PROJECT* 04321.200 054R1 ODEr : e� 4EBB I "1828—CALI" RIGHT PAGE: I; k. �a DETAILIE' 60 MPH EXP. ARCHITECT: STATE OF FLomrm f - -MM •^i.��Y^ ��I 2 AR N " DATE - SCALE:. k11 43V VY� ill SHEET S 3. 1 `' 5515. APOLLO BLVD., SUITE 202 !' MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com 4A #: 0003325 W W V ez� �j ro ' W 4 W F A a MW i i a a 9. CREEKSIDE LOT #54 "PROJECT* 04321.200 054R1 MODEL: 4EBB r "1828—CALI" .� OARAGE SWING - 4 re RIGHT PAGE: R; DETAILS "380 m PhT . __ ARCHITECT-. _._., STATE OF FLORIDA OCT got MICHAEL C. ANbERSON AR NO 17305 PRINT 0 16 DATE 119/ / SCALE: 1/4"=1'-O" SHEET 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X BRACING IS PRESENT AT BRACE W1(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'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)'"X" BRACE @ CENTER (2) `X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4' 10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV- COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" 0/0 AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE r--� GABLE END PRE—ENG'D TRUSS W/ HIP RETURN SCALE: VTT SPACING (1) AT EACH END AND 6'-0" O.C. MAX. PRE—ENGINEERED VALLEY TRUSS CONNECTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA#: 0003325 °' �' " A CREEKSIDE LOT #54 PROJECT# 04321.200 054R1 MODEL: 4EBB "1828—CALI" GARAGE SWING.' RIGHT �a nu k' 2) g i P P ARCM rECT STATE OF FLORIDA MT'`17 We ICHAEL C.'ANDERSON AR NO 17305 rmmg% AT 10/16/10 SHEET S3.1C$ GABLE-Ewo �c c HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED. 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 3d RING SHANK GUN NAILS AT 6"O.0 AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL. - ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ii J ¢Cn �i Z W Z (7 LU W r'. Z @) 4 a� _ d V C7 V J J ! \ z Cr - Q Z ; O CO C Z LU Z, z:z '..DO C'SLU Y ¢ 7 J aZ Co O Z Y Z (n O O Z co C..) r.. Z �, Co Y z w�UU� 00 2 U F- U t cn U) O Z 00 W F z -0 00 . a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING l I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECT RAL MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. WOOD: NON -BEARING WOOD WALLS TOP PLATES &STUDS. CAN BE SPF. ARCHITECT RAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". - ALL WOOD FOR BEAMS, BEARING WALLS,. SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, - ACI 318 14 BUILDING CODE REQUIREMENTS Q CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE NO. 2 OR BE - TIER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5 73'AISI SPECIFICATION FOR THE DESIGN OFO PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELA TI ELASTICITY 1,400,000 PSI. ALL WOOD IN WITH NCR S CCONCRETE R CONCRETE BLOCK L BE CO C OC SHALL COLD -FORMED STEEL.STRUCTURAL MEMBERS 2011;.ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS 6 INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAIL S AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK:. CORROBORATE TETRAHEDRAL (DOT).WOOD FOR STRUCTURAL USE. THAT SHALL BE TREATED FOR ANY 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, : W! DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. '.. CONTAINS MORE THAN 1/2' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTENDIMENSIONS ONLY.. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS. FROM THESE PLANS; MINIMUM. NAILING PER FBCR 2017, 6th.EDITION. SEE NAILING SCHEDULE ON PLANS. .. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS - OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 - THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING - IS COMPLETE. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. : WELDED WIRE MESH, SHALL BE ASTMA185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH. THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE. CONTRACTOR SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION T SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENING$" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK P RFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTMA446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN OADS: 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 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" (LIVE AND VERTICAL BARS SHALL LAP 6 xBAR .NO. . UNSCHEDULED FIELD. LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LOAD . FLOOR: LIVE LOAD 40 psf '.. REVIEW. WOOD TRUSSES. - 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" p BTMC CHORD non -concurrent: 10 psf I, ,. #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR: THE ROOF 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 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 15 pef TOP CHORD 20 pSf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: t Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THECONTRACTOR HALL B IT SIGNED S SUBMIT S G. AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 17) MPH 3 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 I(ASCE 7 10 (FeC R2017) EXPOSURE C, RISK CATEGORYII) RE C, RISK INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf BALCONIES EXTERIOR p p (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS ALL CALLED ON THESE PLANS SHALL BE NOTIFIED TO THE AND GUARDS AND HANDRAILS: 200p GUARD COMPONENTS: 5OO PASSENGER WITHOUT THE APPROVAL. OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL CLE GARAGE, E VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM:40psP; SLEEPING ROOMS: 30psf,STAIRS: PROVIDE ENGINEERED SHOP. DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: -. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANES .STRAPSPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE :- SHOP DRAWINGS WILL. BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT ' PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OFTHE CON�TRACTDOCUMENTS ONLY. ITSHALL BETHE RESPONSIBILITY OFTHE CONTRACTOR TOVERIFY ENGINEER. PROVIDED BYTHE TRUSS .ENGINEER,: COMPLIANCE WITH THE CONTRACT DOCUMENTS ASTO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. . ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.; MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR - DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS: OF REPRODUCIBLE SEPIAS OF: STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED : PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH' WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT,:: _ `ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT 28 DAYS, UNLESS �. ALL SHEET METAL FRAMING. CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE AMAXIMUM 3/8 CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, SHALL BE PLACED W/ A SLUMP OF 8" TO TO". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF.BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE CONSOLIDATE GROUT. TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOi3TIIqG.." , PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95'. HE. ,SHALL BE 3!8" THICK. UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - MODIFIED P((J�OCTO:R MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE. WITH ASTM D-1557. TREAA 'AI=L CELLS TO BE FILLED. SOIL FORTERMITE.PROTECTION. -"•-' (FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION. ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO YEWFY, REINFORCING. ' SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO TECH.:ENGINEER. THE'MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERI CTION OF STRUCTURAL STEEL FOR BUILDINGS, 9.TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE. MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: "l A3151OFy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. §TRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy ='46_ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRAD€ B, TYPE E'.OR S, Fy= 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS. WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE: TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+!- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED'90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT n bA i �n IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT. SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE Z H REQUIRED CO qCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: a A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER m 1-1/2' .FOR #5 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FO'pp'`SLABS, WALLS AND JOISTS 1-112" FpR.BEAM AND COLUMN PRIMARY REINFORCEMENT TIES,. STIRRUPS 8d RING SHANK GUN NAILS 0 6- O.C. IN TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING TOBE STRUCTURAL GRADE) gd RING SHANK GUN NAILS 9 12" O C. IN FIELD or 8d x 21/2" SCREW SHANK JHEUMATIC SCREW -NAILS @ 12" 0.6aIN FIEELD J\ TYP. 3./4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ' APPLICATIONS SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 1/4 DIA TAPCON MASONRY 1 1/2^EMBED., 4" END DIST, - MASONRY / CONC. NAIL 1 1/2' LONG. TO MASONRY/CONC. - - NO WASHER FASTENER 8" O/C 1 112" EDGE DIST. 9"O/C WINDOW/DOOR/FASTENED SCD, AL EXT DOORS CASE COIL GARAGE 4" EMBED, END DIST., LHARDENED Ix PT, SEE NOTE 6 STAGGEREDT MASODOOR RY]COBUCK T9'O/C ED WASH R EXPANSION BOLT, 24"O/C WASHER 3 EDGE E - --- - - --C. - WINDOW BUCK CASE HARDENED COIL WNDOW/DOORIRFASSTENED METAL TOOC. - p NTACT THIS EN-0 INEERro-9 SPACING lx PT, SEE NOTE NAIL 11/2"LONG. .. STAGGERED IWO MASONRY/CONC. MASONRY/GONG l+( fl REQUIREMENTS ' EXT SWING DOOR (2) 3/16-DIA. "TAPCON" 18^O/C 11/2"EMBED, 8"END. / NON -BEARING WOOD _ 1/2"" - EXPANSION 9"EMBED 4"END BUCK6 NO WASHER PARTNER DGE DIST. WALL TO CONC. SLAB DICTEND/DIST. Wl WASHER BOLT 29 O/C DIST. 3' EDGE DIST PT WINDOW BUCK 9' O/C 1 1' 0.138 PAS x 2 LB !2 PT TO STEEL COL., SEE - W/ WASHER STAGGERED EDGE DIST NOTE.6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - - 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND (OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN " - 5. FASTENER SPACING FOR THE BUCKS SHALL gg THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILED ABOVE - 6. WINDOW AND DOOR BUCKS SHALL BE AS WIjg OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBER ARE NAILED AND " 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE: -- ERS 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 FE T k :4 CREEKSIDE LOT #54 PROJECT# 04321.200/054R1 4EBB h "1828-CALI" GARAGE SWilr1''G: RIGHT AGE: DETAILS IBC MPIJ EXT AR�FII �2: STATE OF FLORIDA n OCT l 7 201& MIC HAEL C. ANDERSON AR NO 17305 IIIq 10 16 19 .1 DATE: / / SCALE: 1/4"=1' - 0 SHEET Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model q Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design Pressure APPROVAL REVISION DATE 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment. of all. anchors to be 1 1/4' (+36) / (47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max.. from corners, 11 3/4"o/c atjamb, 16" @ head. 1 1/4" embedment. Type II':3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4 @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R14 2/28/2021 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / {-48) (+50) / (-50} Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6' max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight t additional tapcons top and bottom required. horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type LI: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2' @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 IRS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (48) (+55) / (-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Builders Series 4780 w/ Ply Gem Non Impact (+33} / (-41) (+50) / (-50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+47) / (47) door with transom 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020 Double Garage g 16.2x7 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (-42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dla. w heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.1 R10 _W3,1/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36),/ (47) N/A into shingle surface. Miami' -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C: at all laps and three staggard rows. fastened 12" O.C, in the N/A FL15216.1 _ R7 12/31/2020 Underlayment Rhino U-20 Intenveb N/A field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent _ flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and - allow the bottom flange to lie on top of the shingles. Attachthe vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and - sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1" from the edge of the flange and 8"D,C along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic, all loosened shingles shall be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails: Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/2021 Roof Vent 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A (alternate) Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit" Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38:8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 Hurricane Panels 24 GAGE Hurricane Storm MFG. N/A screw or all thread but with wing nuts, N/A + or - 20 ps.f. : Less than 6' span panel - 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A + or - 20 ps.f. FL16293.1 R2' 12/31/2020 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. Install per manufacturers recommended requirements. FL17147.1 R4. b/27/2021 Zip System WallSheathlil Huber N/A N/A N/A Sheathing 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901. PH:' 32"02-3591 wwwAbdesigngroup.col n AA #: 0003325 ,�� : NT 6.1: 20 )ATE: SCALE: 1/4"-1' a" SHEET N' P l ]- I CONTROL DATE (9120 'oav