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Home My WebLink AboutBuilding PlansDESIGN CRITERIA: ABBREVIATIONS REVISIONS • 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 •FBC RESIDENTIAL 6TH EDITION (2017) • FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION •ALL LOCAL AND STATE CODES *OCCUPANCY —RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB •MEd. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH • EXPOSURE — C • I —STORY RESIDENCE — • 2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A ADJ. ALL. AMP. BD CL CA CLl.G C ON CONC CPT CT D. DBL D.G.BDUAL DIA. DIM. DISP, DP. DR. D.S.DOWNSPOUT DTI.. D.W.DISHWASHER EA. ELEV. I:Q. EXIT EX F.G.iPX . F.G. FIN. FLR. FLUOR. rFGG. . . T' GA, GAR.DLSP. G.F.I. GL. GYPBD, H B. F.C. HDR. FIGF. OR III INSUL. IN F. LAV, LUM. ABOVE AIRCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE CE CENTENTS R LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE OUB GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL EACH ELEVATION LQUAL EXHAUST FIXERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HP.IGHF INSULATION INTERIOR_ LAVAIORY LUMINOUS MFR. MIN. M T. MTD. MTL. N.T.S O.C. PL. P.B. PH. PUT. PLYWD PR. P.T. R. R. R.A.G. REF. RM. R.O: S.C. SD. s.H. SHT. SHTHG. SHWR. SIM. SL. STD.- STD. SWS TEMP. THK T.o C. T.O.P. T.O.S. TYP. U.N. . V.P. W. W WD. WDW. W H W.L NIANUFAcTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT SCASCALESCALE01n6ns ON CENEN TER 1 PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATFD RISER RISER REI URN AIR GRILI. REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR sINCLr.I-R NG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING STANDARD SHEAR WALL, SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGH"FIRON DATE DESCRIPTION 01126/I8 CO'S ISSUED _ OIA511B 2011 FBC UPDATE =12 ISSUED 02n1n6 SIDING ELEVATIONS ADDED S RE -ISSUED CD FOOTINGFiEVISIONPERM.SOMS CO'SI;E-ISSUED 03n 6/18 04ASA8 06mns 02/19/19 ADDED CURELESS TOOTER AT GARAGE DETAIL (FORT MYERS) 02n2/19 PLAN MAINTENANCE 03n8/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04124AB ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (MELE.) • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR N0. 1'7305 A.B. DESIGN GROUP, INC. 551 S. APOLLO BLVD. SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 Fax: (407) 774-4078 04n4/19 HVAC VOLUMES ON SOFT GALL HEDULE (MELE.) REVISED SC SQ'FT' >r �' S — LIVING 1828 SQ. FT. GARAGE 430 Sa FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME I5�20.9 CU. FT. — DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR r_ IN TERPRETATION OF THE CONTRACT D C 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. INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A1.1—ENLARGED SHOWROOM PLAN AND DETAILS. PG A2D—ELEVATIONS "D" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND STRUCTURAL SHEET # 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 PG S3.1C—DETAILS PG SN1—DETAILS PG PA —PRODUCT APPROVALS DESCRIPTION �i • r b. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W O U W F x OU F U q N F N Q M Fi SUBDIV. sc LOT: CREEKSIDE LOT #1062 PROJECT 04321.210/062R1 MODEL: 4EBB ' 1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 13 2020 1EL C. ANDEI AR NO 17305 r 20M SAV.-r....y+'i+ r�..Kv A}4L ..h rt r GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017)LINO. 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 SHA 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 ATTE OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WO THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AN FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION (PROCEDURES, TECHNII OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRA( 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. SITE WORK' BCR) 1. REFER 'TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT): TATED 2. REFER TO THE CIVIL DRAWINGS FOR.LQCATION OF BUILDING. WORKING POINTS; ROUGf-I GRADING, OWSITE UTILI I "I"" SITE"I I EIv1 NTS; 811E RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPQRTA D'&WIL, , DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN SEE LANDSCAPE DRAW' E f f FINISH'GRADES, PLANTING AND -IRRIGATION. -BE 3. ELEVA'TIOAI8lHQVN aON THE S1TI . DRAWINGS ARE MINIMUM REQtnRED DEPTHS IF DIFFERENTGWL, A ARCHITECT, 4. NO EXCAVAMbR SHALL BE MADE WHOSE'DEFTH BELOW THE.FOOTIN IS:GRFATM,1 , DISTANCE FROM TE ENEAREST EDGE:OF THE FOOTING. JTION ;' = K. 5. ALL BACKFILL A"F STgUCTORtS,,` SC AB!SST EPSrAND.'PAVEMENTS SHA l BE CLEAR OF GAANULAUItI FPA Ei31N fHE LAYERS AND COlMRACT TO 950/. MAXIMUM DRY DENSITY DETERMINED 1N ACCORDANCE WITH ASTMb_i55T'_ TFIE` i/OR BUILDING SITE SHALL BE-KEPTDRY SO. THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS: 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. L ES, ;ODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED (WHERE APPLICABLE) TOR 8. EXCAVATION F '- 0" NEWS TO BE A MINIMUM 0 3 0 BEYOND FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 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 R302,51 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE S THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. & 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. RIG( 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'/ INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS APOVE BY NOT LESS THAN 5 / 8 -INCH TYU X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEILIN§ ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYP§ISM BOARD OR EQUIVALENT. 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. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS T'0 BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. 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." 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH Yz" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE.,FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112" T1 IICK,,4U{ERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMEN? �LASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES'PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAb 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 112" GYPSUM BOARD. R302.7, CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW' OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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 1 114" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., SUITE 202' MELBOURNE, FLORIDA 32901 PH: 321-862-3591 www.abdesigiigroup.com AA #: 0003325 w x m w 0 F � o F U 0. F En x A 0. 0 3 CREEKSIDE LOT #1062� r; PROJECT# 04321.210/062R1 l E MODEIZ 4EBB "1828-CALI" GARAGE S WING: ;I RIGHT � PAGE: II GENERAL NOTES I" 160 M IH EX'. C W; AR " lrrECT- (•ATE OF FLORIDA., MAR 13 2020 MICHAEL C. ANDERS( NO 17305 DATE: 05/24/19 Jil SCALE: 1/4"=1'-0" CONTROL DATE: 06/10/19 (CM) SHEET G GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY' SUBJECT TO DAMAGE FROM WINTER DE51GN TEMP • ICE BARRIER UNDERtLAYMENT REQUIRED" FLOOD HAZARDS a AIR FREEZING INDEX' MEAN ANUAL TEMP $pEEp (MPH) TOPOGRAPHIC EFFECTS` WEATHERING' FROST LINE DEPTH TERMITE NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA v— 11 -0 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 1'-4" * U=:7�V i DBL. @ TOP m `� PLATE BAR DETAIL A SCALE:1/2'=1'-0' ARCH DTL. B SCALE: 1/2 - 1'-0' k a m..... \ S � r r € `, \ t 44, Nv I�� I AI 4, n , «a � A: of r i r 3'-4"�S,u j LLIVING ANAI v ROOM I 8 -8 CLts. 10'-0' 11_01 I 0606a sLxD. OWNER'S SUITE ------ ® r 8'-8'CLG. DINING ROOM B - 2x8 8'-PJ' CLG. 7'-5" 4'-4" 6'-6" `r -10" .41-8" 8'-0 I iR-ISH ' I liCJ I OS b36 ----------- ---v. =I 'e BWIA�ITEH W.I.C. ti� I 8'-e' CLG --- ---- _I 8-8 CLG. � � r C I V. a I e I X I �n ,91 36 x60 II +, L — — — — SHUT AN F I i -- k3!011 n 2'-0" b24 SINK 8' SKITCCLG HEN LAUNDRY CLG ?-a ' .I o PAN. RANGE b36 Al 6'-8 3-SH vRCH rvl----y BEDROOM #4 C. 11 > V DEN W-V CLG g11 IIV1 0 �3'-II'-0" ' .511 11'2-3-44-0-8" tu B & ry II AI o CARRIER BEDROOM #3 �. I I� `� R Al 40MAQ509B-1 8'-8' CLG MINI -SPLIT 3'-4" �0'-S" ,/ 3'-8" a ® +� \ a II II LL AB III II� � � BATH#2 v l.2'-4" t V.,, 1'il I W-W dGYM IT.j�IS 'I" — — — F — T2'x54' -1 'n ACCESS I I I I �r I I ' FOYER 8'-8' CLG. 3068 W/ 36'XI2' TRANS. 6'-Il" 6'-I" SHOWROOM 8'-8' " -ENTRY 81.8' CLG, r 3'-2" 3'-3" v 3'-211 v 31_3" 3'-2" x 3068 PRE-FAB Fil 306E 6It I S OR FR T 10'-2" 1. m 2'-8" 14'-0" 4'-4' 21'-4" EXTERIOR MASONRY WALL BRG. HEIGHTS 71 10'-8' BRIG. 17_ 11'-4' Biz. P x M SQ.FT. CALC.'S LIVING 1628 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 $0. FT. LANAI 88 SQ. FT. I u' TOTAL 2362 5Q. FT. t. A/C VOLUME 15120.9 CU. FT. a v in c6 mm! MINI -SPLIT v PAD AT CMU WALLS FOR DRYWALL IN GARAGE (TYP) I A COAPONEN� AN11 �LADDWG WID LOAD6 13 W WW WORM FOR 3 8M0 GM Om9m m TYPE SQUARE FOOTAGE ZOFE IM WH WW MO RB1AW MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. '12 5 30/-3-t CRITERIA 8010 O.H.D. 56 5 32.5/-38.0 160-T0 O.H.U. 112 5 30.9/-34.4 SOFFIT N/A 5 31fo/-38.8 ROOF TILE N/A 3 -6829/ -5829 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. Cl EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOWROL DATE- 03/20/18 SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE- - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT L SS I 5 T I I T OR5. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. CONDITIONING SUPPLIED FOR MODEL SHOWROOM 15 TEMPORARY. GARAGE AND RESIDENCE SEPARATION WALL INSTALLATION IS TO BE INSTALLED AS NOTED. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND el ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS / - m = �r "m n0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h r W U W F A F U R' F ti A 4 F N r ri ti SUHDIS% 8e LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT` STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 173WP PRINT DATE: 05 24 19 SCALE: 1 /4"=1'— 0" SHEET Al FILE COPY CONTRACTOR TO PROVIDE TEMPORARY THRESHOLD FOR ADA COMPLIANCE. CONTRACTOR TO USE ONE OF THE FOLLOWING: 3/4' PT PLYWOOD STRIP WITH STRUCT GLUE TO FOUNDATION OR PLASTIC VAPOR BARIER ON RECESS W/3/4' NON SHRINK GROUT SMOOTHED TO LEVEL W/GARAGE FF. ELEVATION AND 1/8' PER FOOT SLOPE. PAVERS BY] OTHERS RECESS FOR GARAGE DOOR / e r(2) REINFORCED W/ &Wo' WI.4XWI.4 WWF RMESH ON 6-MIL. VAPOR BARRIER ON MPACTED GLEAN FILL. TERMITE NT TO BE BORA-CARE APPLIED AT AR ON CHAIRS �O B GARAGE DOOR FOOTING SCALE. I/2' =1'-0' NOTE: PROVIDE A 1/2' MAX THRESHOLD HEIGHT AT THE SALES OFFICE DOOR PER THE ACCESSIBLE BUILDING CODE. SIZE OF LANDING AND SIDEWALK PER THE CIVIL PAGES. (Nlot PMfaf ads i H6 hT i� DMICU111 for 14° thfvooid Good 'M— Thmshold Decals at Prima" Entry with lrvis Landing Surfaice ADA COMPLIANT THRESHOLD DETAIL s " CrENTER LINE 1'--i UN IT 678" 9V 211116" PLAID VIEW 2X6 SUPPORT FRAMING IN ROOFIFLOOR SYSTEM DRYWALL._...,._._ PERIMETER— z s s' .,.,- x No 0 tad+.�e""Wrn,#r,Lfs�YCv...egg�V,76e19d`�$'VH r b^de. asP'efiu•� ' � n. y , ,.,; �, ; - , t1�� bya F� ,.._ , - n 1 r ,.r ., ,yM y .,.: . Po .eY fYa4A Yr 1 ,Y" Z :: a . TEMPORARY DAMN RX524AXVJU , L MINI SPLIT SYSTEM WITH PREFABRICATED PAD.. I Is s CONTRACTOR TO VERIFY THE FIELD. TDO NIN OCE NOT OBSTRUCT ECzRE55 CUT AND FIT DRYWALL FINISHING PANEL IN CLOSURE FRAME MOUNTING — HOLES �j� t 11 11116" FLANGE NOTES: LNG SIDE SECTION SHORT SIDE SECTION MOUNT BOX IN CEILING CAVITY WITHACCESS HOLE OFF OF GARAGE 'BALL AS INDICATED ON PLAN A$ CLOSE TO CENTER OF SALES CENTER IN A BOX UNIT AS POSSIBLE. ORIENTATION OF BOX AND RELATIVE LOCATION OF UNIT MAY VARY DUE TO DIRECTION OF ROOFFLOOR STRUCTURE. REFER TO M.ANUR DETAIL TO VERIFY ROUGH -IN MEASUREMENTS OR JUST MEASURE THE BOX. REFER TO CIVIL FOR — CONTINUATION OF ACCESSIBLE ROUTE. 1 I F I I ROUTE MINISPLIT REFRIDGERANT LINES THROUGH ATTIC TO EXTERIOR WALL W/PAINTED METAL COVER TO COND UNIT. — — _ _ _ _ _ _ _ — _ — FIELD COORDINATE WITH LOCATION W/ EXTERIOR UNIT JME M11■ THIS DOOR IS NOT C6 DESIGNED, ENTENDED OR REQUIRED BY ADA TO BE AN ACCESIBLE ROUTE INTO THE MODEL. FOYER V-S' CLG. 61-1111 REFER TO ADA COMPLIANT THRESHOLD AND FOUNDATION PLAN FOR MAX 1/2' STEP AT ACCESSIBLE ENTRANCE INTO MODEL. -ENTRY V-8' UG. LIGHTED EMERGENCY EXIT W/BATTER BACK UP Ica- - T r n F-------i IFIRS C13-12P UNIT. SEE DETAIL (THIS SHEET U RM SHOWROOM S' ..-" ' CLG. PRE-FAB STOREFRONT REFER TO ADA COMPLIANT THRESHOLD AND DETAIL 5 ON SHEET 51 FOR ADA COMPLIANT ENTRANCE. REFER TO CIVIL FOR DESIGN AND PLACEMENT OF REQUIRED LANDING. WATER HEATER SHOWN ON PLAN FOR FUTURE INSTALLATION. PROVIDE CAPPED PLUM15ING STUB OUT. PLACE DOORBELL TRANSFORMERIN-ATTIC r (CLOSE TO ACCESS) LOCATION OF FRS C5-12P IN CEILING 15 BASED ON CENTER KNOCK OUT ON UNIT. DIMENSIONS REFLECT ADJUSTMENTS MADE FOR TRUSS LOCATIONS. RUN ALL WIRING THROUGH CENTER KNOCK OUT OF SCIAB UNIT AS LOCATED IN PLANS AND THROUGH CHASE/CONDUIT TO FURNITURE UNIT BELOW. PROVIDE FURRING AROUND ENTIRE PERIMETER OF CMU FOR DRYWALL IN SALES CENTER . I ROUTE MINISPLIT CONDENSATE DRAIN LINE THROUGH EXTERIOR WALL. FIELD VERIFY ANY OBSTICALS BEFORE INSTALLATION OF DRAIN LINE. �-- HOLD 5TUCC0 SHORT 1.5- FROM BLOCK FACE EACH END FOR INSTALLATION OF STOREFRONT SYSTEM. SUBDIV. 8e L.O - CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODET c a. 4EBB %828—CALI" GARAGE SWING: d RIGHT PAGE: I ENLARGED SHOWROOM PLAN &: DETAILS 160 MPH EXP. C ask ARCHITECT STATE OF FLORIDA MAR 13 2020 ICHAEL C. ANDERSON AR NO 17305 : 05 24 19 SCALD: 1/4"=V-0" SHEET n 1: Ott I Al. li EQ. SHINGLE ROOF FYFON 5KTIIXI7 OR EQUIVALENT EQ EG2. 5 W4 I NN15 8'-8" BRG. HCzT. WAI A I1_011 16'X62' FYFON DECORATIVE 45 SHUTTERS OR EQUIVALENT A3 4' RAISEDI BAND (TYP.) �� r 0'-0" FIN. FLR__I EQ. --------------- EQ. EQ. 0 12 FRONT ELEVATION SCALE: 1/4 - 1'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FE3CR R-103.4 OFF RIDGE VENT +/-1g'-0' BLDG. HG7. FYFON LV12X24 OR EQUIVALENT 8'-S" BRG. HIGT -OFT. COACH LIGHT 0 OFF RIDGE VENT 8-all BRCS. H4GT. F-1 4B A3 TYP. El L 0" FIN. FLR. 0'_0" FL Fly. R. I _------------------- 0'-0" FIN. FLR.h RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 8'-8" BRGz HGT. 0 0'-0" FIN 1�6 OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT ,�8'-8" BRCS. NCzT. 4E3 A3 0'-0" FIN. FLR. REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH a' -a" BRCS. HC:T 0'-0" FIN. FLR. 5RGC HC:T- '-0" '-0" =1N. FLR. MODEL 1828-CALI-4E313 AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 800 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 5Q. IN. PER VENT (net free area) TOTAL #OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVI DED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQU1RI 67.20 2' I N N l\ , 4' �I DECO. DTL. 551 S. APOLLO BLVD.. SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W W U W F cl N tito 04 A 4 F � q ni C: S\" SUHDIV. 8e LOT: CREEKSIDE LOT #1062 PROJECT* 04321.210/062R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATIONS „D„ 160 MPH EXP. C ARCHITECT STATE OF FLORIDA G MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 05 24 19 SCALE: 1/4"=1'-0" SHEET l=Ao usbc ELECTRICAL LEGEND SYM. DESCRIPTION -Ito- STANDARD SWITCH -WAY SWITCH -WAY SWITCH 4 DIMMER SWITCH I-E PUSH BUTTON DISCONNECT HIT THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED =30) DITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110v DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI 4P: RECEPTACLE (GROUND FAULT NTERUPTER) IIOV QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE DONNECTOR) HO VALL MOUNTED LIGHT FILING MOUNTED LIGHT © ED CLG. LIGHT NDENT LIGHT LOOD LIGHT V ALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ- FT-) =3 31511 LIGHT FIXTURE Rnm4 BULB LIGHT FIXTURE ^^ ^^^ro BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN {UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) 1'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x d CESS LIGHT RECESS LIGHT (VAPOR PROOF) LIGHT WITH J-BOX FAN AL PANEL (FIELD VERIFY ) XVOUNTED R D RY ) ALL MOUNTED) QJ -BOX (CEILING MOUNTED) FILING MOUNTED FAN T FAN (1 CFM PER SQ. FT.) PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ® M /CARBON MONOXID DETEC Off (CEILING MOUNTED) 0CHIMES ® FILING MOUNTED OUTLET FOR GARAGE DOOR OPENER TY TV JACK -lq—_ J55 PORT NOT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED ei HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501-4 OF FBCR &TH EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT- INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F-B.0 ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 I I I I j I I I II WP Panel MAIN - A i PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C. b FEEDER: 3- #1 Cu TI IVtM & 1- #6 Cu(G)in 1 1 /2" C. OR 3 #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. �. - Wire Pole 13kr Description Watts Circuit Circuit Watts Description Blur Pok Wire 0 1 2 #12 1 20 EMen or Receptacle GFI for TUG 1200 Space T �T -- -- .. ...- _ _ .. _ _.. - —_ - -----. LHIN AI #12 2 20' Irrigation Pump 1000 3 4 Space 9 P CEILING 5 6 5304 A/C C.U.-1 35 2 #8 MTD. LIGHT C: F'RE-WIRED LIVING ROOM space 7 s TO BE INSTALLED, CLG FAN r Z) OWNERS PANEL - A PROVIDE L PRE_WIREp\� SUITE PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. J-BOX FOR OPT. FAN I GFI 0 CLG FAN F � /" .� `,' � FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1!2" C. OR 3 #2I0 AL THNVN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr - Pole Wire / PRE -WIRED # 12 1 20 Small Appliance 1600 1 2 8000 Range 50 2 #6 DINING iv / C:LC-S FAN # 12 1. 20 Mierowa� /Hood GFI -... - 1800 3 4 ROOM I I / #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 - #12 1 20 Refrigerator _ 1500 7 8 #12 1 20 1 Dininq Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 ! #12 - 1 : 20 Bath #2 GFI Receptacles. - _ 1200 11 12. 1500 Dishwasher GFI 20 1 #12 1 .Foyer /Hell Bed. #2 & #3/ Bath #2 Lights S.P. #14 1 15 AFCI 900 13 14. 50DO Dryer.GF1 30 2 #10 ! \ , _)� O _ #14 1 15 Livin Room, Lanai Lights AFC_ 900 15 16 #14 1 15 1 Kitchen and Pantry Lights & Rcipts AFCI 900 17 18 1500 Washer GFI 20 1 #12 \ __ �� #14 1 15 3D & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 _ —.. _ - - _ '❑ SWITCH IN V' /1 )I #12 1 20 Laundry/. Bed #4 ! Den AFCI 1200 21 22 1.200 Garage Li g�@les hts and Rece GFI 20 1 #12 OU LET FdR— — Y #14 1 15 Showroom 900 23 24 900 Owner's Suite AFCI 15 1 #14 CA51NEt l r - — — — — -- D I— _ -- -- _ -_ \ �/ '❑ #14--- 1 15 Showroom -. 900 -25- -- 26. _900. -Owner's Bathroom AFCI 15 1 #14 #14 1 15 Showroom 90D 27 28 900 6denor Lights and RecePt FI 15 1 #14 �y I Space 29 30 900 Ductless A/C System 20 1 #12 rI, 0.v I C�<�c Space 31 32 Space - 0 DATii ) Space 33 34 Space OF - — F� _� / ✓� I ❑ Space - ..._ 35 36 Space W.I.C. \ / S ace 37 38 Space ri µ,g Ii I / — #8 2 35 A/C AHU-1 5525 39 40 Space /—._. 5 ace — — - Heater 5 KVA at 65% 41 42 III HITCHEN / .SINK - .—_ / � �, � - Load subject to demand factor calculations /line 18700 27500 Load subject to demand factor calculations! line Demand Factor Calculations Total load subject to demand factor 4520ti-`- ABBREVIATIONS: i RANGE ` Ir • �� First 10000 watts at 100% 10000 NCI: NINCI DENT LIOADFAULT CIRCUT �RRUPTER O ' _cxFl I 1 I�p II I � I� : Remainin watts at40% _ 14480 GFI: GROUND FAULT INTERRUPTER BDRM.4� Total A/C load 10829 Ell II - DE HOOD WIRE W/ / \1 ! — `� ` ? Total Connected Load Watts -__ 35309 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD OUTLET FOR / i — — I Total Am . watts l 240 vats 147.1 F'RE-WIRED FUTURE MICRO ! / J CLG FAN " S/ O/ ' ,� (- -1PRE-FA5 BDRM. 3 1 —, 96 CARRIER I I EQUIP PAID J 40MAQ50-1 I /� RA \ / \ I CARRIER �\ MINI -SPLIT PRE -WIRED L — I -- "— L J 38MAQB0c3-1 CLG FAN t I -- -J MINI SPLIT 1 S I 3 GFI L____-JGFl f 44'AFF- 44'AFF. I � FSR-GB 12P IN I / r CEILING DATA AND POWER PROVIDE 342/0 GU, THWN + 1% CU IN 2' CONDUIT OR 3 — ONDCONNECTIONS 0 ¢CONDUIT t0 TERMINATE ABOVE SOFFIT T. (® OVERHANG.) I BATH 2 <\ j S® o I / I lm -mGFr ' M I i Q SB A 150 AP ELECTRICAL R15R E / I COMBINATION SERVICE 150 AMP HD NOT TO SCALE. DISCONNECT SWITCH AND f20/240 VOLT El I OUTLET I GENERAL NOTES: M ELECTRIC METER IN 1 PHASE 1 I I GFI I J METER A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE R BDRM. 2 / \ / FIELD COMPLY WITH ELECTRICAL PROVISIONS OF THE FBI 6tH PANEL OYER 9 .4 VERIFY EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER o- LOC- COMPANY REQUIREMENTS. 150A74P 6 i PRE-FAB B. ALL CONDUCTORS SHALL BE TYPE THHN/iHWN UNLESS MCB 11 DISPLAY PANEL NOTED OTHERWISE. 0 --I -r _ 0 • I SHOWROOM SYSTEM. INSTALL I f TELEPHONE SERVICE CABLE TELEVISION PRE -WIRED III T I — PER MANUF SPECS ENTRANCE SERVICE ENTRANCE CLG FAN I a/ �( l ��-- ��i' �� EQUIPMENT EQUIPMENT iii._j 4'-01' -oil 41-0" 2'-6" POWER COMPANY .B FOR TRANSFORMER INTERSYSTEM BONDING M 1—CHIMES M%,RTERMINAL AT LAW - CJ ENTRY O _ — - _ — - — — - GRADE VOLTAGE CONNECTIONS CLG MOUNTE --— — — — — — — — — — — OPT. EXIT LIGHT COACH PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR N4 WK2)5ATTERY LIGHT ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1 C SERVICE GROUND CONNECTED ENCASED FOOTER STEEL EL PER TO CONCRETE 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 BACK UP LIGHTS 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC ELECTRICAL PROVISIONS OF THE FBCR 6tH CONDUIT UNLESS SERVICE IS PROVIDED BY THE EDITION C2011). ELECTRICAL PLAN ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD SCALE- 1 4' 1'-0' COMPANY PRIOR TO BID. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. & I.50 ` r� CREEKSIDE LOT #1062 IN PROJECT# 04321.210/062R1 s MODEL: 4EBB "1828-CALI" GA&RAGE SWING: RIGHT 77ZQE: 3 ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA F, I,I MAR 13 2020 f? MIHAEL C. ANDERSON AR NO 17305 PRIN°I' Q5 24 19 DATE: SCALE: SHEET i II i 1E El II o II 0 El o 0 0 L' — — r it lm, 9 14'-S" 14'-3° n i I I 9Ia %�♦ 11 �I Ed Ll 11 - 11 �1 i I I I -- rt—IEl r I� PLUMBING PLAN SCALE: 1/4 = I'-0' 1 1/2' 2, VTR 21 1/2' I -21,--I I/2' tB1 2J�q� �dLAV 4 2' VTRk KITCHEN I a zc1 1/2 SINK W/ I I/2' I 1� TO VENT 1 1/2L� i 1 1/2'A 2 . WG I I I/2' I 3 z' LAV II Iln�I SHWR 2 z' UlA5HER 4' TO MAIN PLUMBING RISER DIAGRAM 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 329( PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 4. ff W ti r � F ti h� A �u q GI ck d' SYJHDIV. 8c LOT: CREEKSIDE LOT #1062 'PROJECT# 04321.210/062R1 ODEL: 4EBB "1828—CALI" CT,KIaAGE SWING: RIGHT �R PAGE: Lj PLUMBING' PLAN 16 py'1\ Lam. C h, STATE OF FLORIDA MAR 13 2020 01- C. ANDEI AR NO 17305 .. MWHM W. Al11�INT DATE 05 24 15 SCAT :1/4"=1'-0" SHEET �i FILE COPY I II j_ LANAI 1 Eli =� - 0 DINING 0 ROOM 10X6 120 CFM n 9' 12XI2 12XI2 10X6 120 CFM OWNER'S SUITE LIVING ROOM 10X6 1� 115 CFM I lOX6 120 CFMI 8X4 oX6 CFM — r;� W.LC• �; BATH SX4 45 CFM — —_ KITCHEN 10X6 -- - --' 120 cFM SX4 45 CFM --__ 10X(o - I15 GFM �� -- - - TEMPORARY DRKIN RX524AXVJU MINI SPLIT SYSTEM WITH PREFA5RICATED PAD. CONTRACTOR TO VERIFY RA H 12X8 G LOCATION IN THE FIELD 0 1 12XI6 M� \ U I LO VET l E BDRM. #3 PLANTATION ISO-04 2181 10X6 - MAX AIR 15 CFM 584.15 GFM 5' - 12X8 SS 10X6 15 CFM BDRM.#2 iI 12X8 PASS THRU l4 \� 4' 10X6 15 CFM I FOYER ENTRY S NOTE: DO NOT 05STRUCT EGRESS � T BDRM. #4/ WINDOWS. DEN � 16' pAKIN FTX524AXVJU -1 MINI O SECURE STRAP TO 4 UNIT W/ (2) A8xl 1/4 SPLIT UNIT. LOCATE A/C SHT MTL SCIREWS INTERIOR SYSTEM, CENTER UNIT SIMPSON W5 ROLL ON WITH OF GARAGE, AS STRAP OR EQUAL \ SHOWN ON PLAN SECURE STRAP TO SLAG TAP -CONS 4 A/C ..CONNECTION - - ) TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. I OVER HEAD * 12' FROM STRUCTUiRE MECHANICAL PLAN SCALE: 1/4' = I'-0' CALI EQUIPMENT SCHEDULE 3 TONS MFG COMFORTMAKER C.U. R41-1436GKC A.H.U. FXP'14X3600AL NEAT 5 KW SEER 15 SEER TOTAL COOL CAP 34400 TOTAL HEAT CAP 33800 ELECTRIC 208/230/IP14 5RKR C.U. 30 A.H.U. 35 REF LINES 3/4' : 3/0' �y k �i I, U Cq F c y F A 0. F N � tp � F 1 1, =P?7�71r. 8c LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 g I .MODEr. 4EBB "1828-CALI" GA:` .GE SWING: RIGHT PAGE: n MECHANICAL A 3 PLAN j y, 160 MPH EXP. ,r- PRINT DATE: 05 24 19 SCALE: 1/4"=1'-0" SHEET M1 PER FLR PLAN 1/2' CLG- 1/2' DRYWALL SECURE Bt. — PLATE TO SLAB W/ 10d MASONRY NAIL w 32' O.G. MAX FIN. FLR. 2X4 TOP PLATE m 2X4 WOOD STUDS *24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING' WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1(o" O.C. OR, NOT LESS THAN 2x(o, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON- BRG. SCALE: 3/4'=1'-0' DIA. SLEEVE, C NOT CUT =BAR PE-1 BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A�PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-O' FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' O.S.B. SHEATHING 5/8' GYPSUM BOARp OR }' CDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD { V A vATION PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR k INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION oL 2x FASCIA PER TYP_ ELEVATIONS O.L.I. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i1 REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS a 24' O.G. I/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR. - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � 0'-0' FIN FLR n W/ WINDOW OPENING Kb� WALL SECTION t' U NO OPENING NOTE PER SECTION S05.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A -STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4669 TYPE IV, OR ASTM D 675-1 -- \ `GAB LNE I P PVC &&EVE FOR GAS LNE �1/2' GYP. ILL. LSD. WO= BASE i261 GAS LINE THRU BLOCK nq / SCALE. IR'.I'_C' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a, O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I`-m" TYP. MTL. DRIP EDGE o.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS i 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.,L 8' CMU — 2 COAT - 7 CEMENT APPLIED GALV. STEEL -`.,. TRACK BRACKET FASTENED TO WOOD JAMB PRODtICT CsALV. 8 APPROVAL REC. VERTIC TRACK I' MR BY M SLIDE FAS P TO BRACKETS ROOM PRODUCT APPROVAL REO. 8• SEE S TURAL FOR NFORCEMENT 2xb P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REEL SEALANT 4 BACKER ROD WEATHER STRIP MOULOMG ALL AROUND(BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 kGARAGE DOOR JAMBS D SCALE: 11/2'=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ —STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION - CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS - SEE ENERGY CODE FORMS F INSULATION R-VALUES PER ELEVATION - 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90$.I.I ON a, O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER I.0 FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS I WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED C I DIRECTLY TO MASONRY CMU J — 0'-0' FIN. FLR. i W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I'-0' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 i W U F E Chi y0. h U A oi q ri ti SUHDIV. 8c LOT - SIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 13 2020 \EL C. ANDEI AR NO 17305 DA ET 05/24/19 SCALE: 1/4"=1'— O" SHEET SECURE W/ 250'; tlj -17 E sl MIN. TO BLK W/ (2)hi'X8' A -BOLTS 4' EMBEDMENT MIN. ASHER AND NUT SPACED EVENLY FROM FLOOR TO OR HDR. IN JOINTS PRIOR TO FILLIWrKs ;7- n SECURE 2x4,OV// A W/ UT NA L%J SIDES: 2X6 CsARACIE BUCK W/ ) Xs'X8' A- TS 4' MBEDM T MIN. SPAC VE LYR OOR TO Y�8DHEADU2XJ-B TS ME'XXY\�e AND NUT. �'1;C1-IORS SHALL BE IN ACCORDANCE TO ACTURER'S INSTALLATION INSTRUCTIONS WHERE INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 2 BCALE: Ilt'•I'-O' S' CMU Y' DRYWALL I'X4' OR I'X2' P.T. NAILER 1x4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ W& TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C. 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.TA 2X4:® SECURE TO BLOCK W/ 3iir; TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-We.' TAPCONS(MIN. SVANK SIZE .145 MIN. HEAD SIZED5b0 MIN. EMBEDMENT I Y4') - WItHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE t0 BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4/ 18' O.G. MAX SPACING. 8' CMU ❑ V DRYWALL 1'X4' OR I'X2' P.T. NAILER '—DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.TS. 2X4:m SECURE TO BLOCK W/ 3/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. 2X6:csm 1'1USt BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-3{b' NON-STRUCTURAL 3i{e TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') y' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. OR VX2' P.T. NAILER ® 2X8: El SECURE TO BLOCK W/2—%' OS . X 4' MIN TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH t0 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 16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ %w TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6cm SECURE TO BLOCK W/2-No TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Ya') WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-3W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. --// NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU ❑ Ya' DRYWALL I'X4' OR VX2' P.T. NAILER r— OOR 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 +2 1 4" WINDOW TO BLOCK +2 1 4" D SCALE: NTS. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2XroS SECURED THROUGH!� SEC SECURE t0 BLOCK W/2-3/f6 ,NON-STRUCTURAL- 316r' T TAPCON MIN. 1-Y4' (MAPCONSIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 g' CMU MIN. EMBEDMENT 1 )/4') Y2' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8cE= SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 15' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NOD= TO MAM JAM (DO NOT ExcEED 49 DOOR JAMB TO BLOCK +T �E1 WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ N TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:cm SECURE TO BLOCK W/2—%' TAPCONS(MIN. SHANK SIZE .145 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL. 3'(6 TAPCON MIN. 1 Y4 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. ❑ %�' DRYWALL 2X8:® I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)124 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" i1 WINDOW TO BLOCK +3" SCALE: N.T.5. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 6' OF EACH END 4 IV O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/1-1/4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8Em SECURE TO BLOCK W/I-1/4' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL W6' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ n 7{6' OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHM AS NEEDED TO PUM JAMB (DO NOT ExCMD Y.') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE. N.T.S. 2X4:® SECURE TO BLOCK W/A4' TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y41) WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/1-1/4 SECURE - NON-STRUCTURAL �{6 TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 y4') V CMU WITHIN 6' OF EACH END 4 ❑ y' 2X8� DRYWALL 15' O.G. MAX SPACING, 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" rut WINDOW TO BLOCK +3 3/4" 11 SCALE: N.t.S, 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E, W U � F �y N F Chi Ry' F U A 4 F N q ci SUHDIV. 8c LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 13 2020 kEL C. ANDEI AR NO 17305 rimAiN i D05 24 19 ATE• SCALE: 1/4"=V-0" SHEET FILE COPY NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED e 1' O.C. MAX VERTICALLY I j' THICK 3 COAT CEMENT PLASTER WIRE, LAYER 42, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) O.G. MAX AT SUPPORTS WR5 LAYER 01, STUCCO WRAPWOONN�G OT/Ibg ZIPASHEATHMCs SYSTEM (INSTALLED PER MANUF. CS.) J'To�' LATH SHALL NOT GAP MIN. BE CONTINUOUS b' S' MIN N. b' 8' MINN. THROUGH CONTROL JOINTS BUT 844ALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX 6' TO S' i.10.L4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON / STRUCTURAL STUD L.FASSTENERS FOR LATH TO BE NAILS OR i STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 10) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITI \ TO WALL STU08 REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD NWARD • PT. A OL FOLD INWARD • PT. A 2. GREASE . FT. B OI. FOLD INWARD • ® L FOLD MUARD • PT. A PT. A 2. CREASE • PT. B 2. CREASE • PT. D 3. CREASE • PT. C 3. CRE49E . PT. G 4_ FOLD F'T. C OVER Fi. B TILL FT. G TCUGHES BOTTCM RANGE FOLD © \/ eOTToM FLANGE WATER TKiHT SEAL FOLD, 2a bKn CUT. THICK 3 COAT CEMENT PLASTER (FRAM), la' 2 COAT CEMENT 10LASTER ///— �-WRIS LAYER 4, FORTIFIBER / BUILDING PAPER(PIRI ONLY) / wRB LAYER 9, STUCCO WRAP (FRAME ONLY) 4 APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 b' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I' MIN. LAP ® METAL LATH b' MIN PAPER LAP BELOW ONLY / \ FORTIFIBER BUILDING PAPER/ SCALE: 1 1/2' - P-0' ® KICKOUT DETAIL NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LAP LAYERS OF RUILDMG WRAP OVER NAILING FLANGE, STOP ram' :.. FRAME OR CMU EXTERIOR \ ROC155114 SCREED f Z � L 5x5 WALL R-odZ JG 0 J p KICK -OUT FLASHING (SEE FASCIA WRAP DETAIL) Imo. INsraLL KIGKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHINCa SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - SIDE LAPS OF METAL OR It/it" ZIP SWEAT14MG SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 Z.S.I. NOTE: J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 452, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP AP LATH AP s PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN W1;eJ5 LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK _z 4'x4' SELF -ADHERING MEMBRANE— FLASHING (COMPATIBLE W/ HOUSE 4• WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP IM INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS - REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SELF-ADI-ERINGMEMBRANE FLAS WIRE, LAYER 01, 6TUGG0 WRAP WRB LAYER 02, FORTIFIBER - BUILDING PAPER METAL LATH _ ----- __6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE - - - -- FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR '{ INFILTRATION BARRIER OVER SHEATHINGS ELASTOM$RIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE - IF ZIP SHEATHINCs SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3,4 gN .T.Q. NETF,4TION PER SECTION R703.7 Exterior lathing and plasterinq Exterior use of portland cement plaster shall r:omply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. TAIL (FRAt*-1E) 1/16' ZIP SHEATHINGS SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHINGS OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT II f PLASTER (FRAME), 1/2' 2 GOAT - ti CEMENT PLASTER (CMU) LEGEND i I METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER Dfis)4INAGE PLANE (WfR5 ROOF/WALL SCREED LA4� E1s 1*1 STUCCO WRAF) r7'xr5' 'L' TYPE CONTINUOUS l IR5 LA4� ER *2 (FORTIF15ER AMETAL FL ASHING Cs 5U I L D f NCB FAFE R) NAIL IL TO ROOF DECK, NOT WALL SHEATHINGS) CAP SHINGLE - DO NOT NAIL, METAL LATH X X X X INSTALL WITH ROOF CEMENT STUCCO 1.- NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS WOOD SHEATHING; Ll, \\� OR _1/1ro" ZIP 514EATHING SYSTEM C INSTALLED PER M,4NUR SPECS.) 5ELF-ADHE51VE FLASHING - - NOTE: METAL LATH. LATH TO BE FE1s SECTION 1sI03.-1.1 / 45TM C - S47 - 0S, 1"I IN. 2.5 L85. f=E1s SQ. �'ARD (UTILITY OR NOMINAL " L" FLASHING LATH DOES NOT MEET SPEC IF IC)4T IONS) 5 N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r4 w U O F R. A F A x ti Ll I U SUHDIV. 4yt LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB %828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 13 2020 LMI CHAEL C. ANDEI AR NO 17305 FPRINT 05 24 19 DATE: SCAT 1/4"=V-0" SHEET WAI FILE COPY NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, YWCAULKING 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. 6B DRYER VENT STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES US991101 WOOD CONSTRUCTION 8' CMU 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WRB LAYER n, FORTIF15ER BUILDING PAPER METAL LATH -VS' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER ® l' O.C. MAX -Ye" TO J¢' MID -WALL IIEP SCREED �1-6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY HOODED VENT BUILDING PAPER OVER "QUICK J' THICK, 3 COAT CEMENT FLASH' r - - - -1 7B HORIZONTAL WEEP SCREED PLASTER I FRAME TO BLOCK) METAL LATH WRB LAYER 02, FORTIFIBER WALL THROUGH FOTEZIP SHEATHING SYSTEM IS BUILDING PAPER WOOD SHEATHING IN-STMANALLEDURERS SE SEE ( FRAME) �!!' INSTALLATION PROCEDURES 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) � BUILDING PAPER UNDER 'QUICK FLASH" DRAINAGE PLANE (WR5 LAYER #11 STUCCO WRAP) WR5 LAYER 02 (FORTH=15ER — — — — — 5UILDING PAPER) METAL LATH x x—x x STUCCO WOOD 5HEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5ELF-ADHE51VE FLA5HINGx NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-B41-09, MIN. 2.5 L55. PER 5G2. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM i f11- A T n Ti If-FI)f SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES I I\V Y ly/♦_ V I NV./O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR f5OX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HIOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO PAC EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC 5TEF1 ST '*3 5 T E F C� ELF LURE LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER .CTRIC� APPLY 6m MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TF WR5 LAYER 01, STUCCO WRAP MEMBRANE FLASHING WR5 LAYER 02, FORTIFIBER BUILDING PAPER 5T F *4 5 T E F T-1 m n i-v T ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w U W 11-11. FIR. U A ti A SVHDIV ac LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY LDETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 13 2020 ►EL C. ANDEI AR NO 17305 PRINT DATE: / / 05 24 19 FSCALE: 1/4" =1'-1 SHEET FILE COPY DRAINAGE PLANE (LURB LAYER #1, STUCCO WRAP) LURE LAYER *12 C1=ORTII=I5ER SUILDINC; FAFER) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING 2 1/211 CORNER BEAD -- (FASTENER E SPACING a -1" O.G.) N 1 APiCORNER BEAD 1 L ! Cl" 1U V THICK, 3 COAT CEMENT PLASTER APPLIED D IRECTL`r' TO MASONRY OP BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W y U W r O F; rn Iq A F h I H u SUHDIV. & LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 05 24 19 DATE: / / SCALE: 1/4"=1'-0" SHEET FILE COPY LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (1=ORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLA5HING WOOD CONSTRUCTION BEYOND WOOD SHEATHING AtHER RESI&tIVE B 'ER h LeAT R RESISTIVE- 3ARRI "2 g�b, X REVE" Y4 AL LSIP UT/6' STARTER GALV'D METAL W FLASHING I Y' x b' SIMUL, WOOD TRIM ME' x—x—x—x i 9 ��®a �� 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #I BARRIER RESISTIVE �/ 6' SELF -ADHERING FLASHING GALV'D METAL W FLASHING DO NOT CAULK OR SEAL OPENING mI 6' SIMULATED TRIM MEMBER \ AL GAP W/CAULKNG / PPROVED SEALANT � non iw-w- i-wnuii. SIDING TO STUCCO Ca) BLOCK TO FRAME TRANSITION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 5 U W O yF W V Q F A F: SUBDIV. 8e LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY LDETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 13 2020 AEL C. ANDEI AR NO 17305 PRINT 24 05 19 DATE: / / SCALE: 1/4" =1'— 0" SHEET V G A4 I I 11 11 i / I \ \ 2x(o SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/0" TEXTURED FINISH 6 WOOD 1/2' TEXTURED FINISH -3 CMU METAL FASCIA WRAP Ys' FROM STUCCO, 1" FRO WOOD WALL \\\EXTERIOR WALL (FRAME OR CMU ----- �\\ NOTE: NOTCH FOR 2Xro \\ SUB BAND ONLY \ )ELEVATION - M }I II II II 1 1 I 1 / 1 / 1 / 11 11 11 11 11 ) 11 \I AN A METAL FA 2X(p SUES E —ROOF KICK OUT REMOVED 11 FOR CLARITY TROOF DECK (BEYOND) �\ 1 /DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) i— ji/S" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED /i FINISH 6 CMU —2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH 9 CMU METAL LATH WOOD SHEATHING :)R CMU WR5 LAYER 01, STUCCO LURAP (FRAME ONLY) LURE LAYER 02, FORTIFISER BUILDING PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHINC PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE CUT 'm WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 0' SCABBED TO TRUSS W/12CI NAILS roll-8" O.C. MAX. 2x SUB -BAND W/jY2"x4' NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1Y'x4" NOTCH 'm END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY "x4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMISNT e ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD.. SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 C1111, 04 w 0 0. w a EN, A x SUHDIV. & LOT: CREEKSIDE LOT #1062 PROJECT# 04321.210/062R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDEI AR NO 17305 PRINT DATE: 05/24/19 SCALE: 1/4" =1'— 0" SKEET 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, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.I01NDICATED #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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 T-O" O/C MAX. SEE PLAN FOR VWUM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION PROVIDE CORNER BARS, SAME SIZE QUANTITY EOO BARS IN FOUNDATION, 'G EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - s N0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12xl8 12" CONTINUOUS 18" - (2)#5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" 5's (+ 0"-0" FMC-12xl8 12" CONTINUOUS 18"' - (2)#Vs #5 IN CURB VARIES F-24x24 24" 24" s s (-)0"4. SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER CONTRACTOR TO PROVIDE TEMPORARY THRESHOLD FOR ADA COMPLIANCE. CONTRACTOR TO USE ONE OF THE FOLLOWING: 3/4' PT PLYWOOD STRIP WITH STRUCT GLUE TO FOUNDATION OR PLASTIC VAPOR 15ARIER ON RECESS W/3/4' NON SHRNK GROUT SMOOTHED TO LEVEL W/GARAGE F.F. ELEVATION AND 1/5' PER FOOT SLOPE. PAVERS BY OTHERS i 1 O. / -- z z4 RECESS FOR GARAGE DOOR (4' GONG. REINFORCED W/ 6'X6' WIAXWIA WWF -OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. TERMITE TREATMENT TO 5E 50RA-CARE APPLIED AT FRAMING. Z (2) 5 RESAR ON CHAIRS `^ U GARAGE DOOR FOOTING SCALE: NOTE: PROVIDE A 1/2' MAX THRESHOLD HEIGHT AT THE SALES OFFICE DOOR PER THE ACCESSIBLE BUILDING CODE. SIZE OF LANDING AND SIDEWALK PER THE CIVIL PAGES. I--IM" ree whv) approun- ifqfrom C?M & v4l ':Qlsti _ 4t i I Aopute (No Froforredt s14" Height is VOIck:1t ( r aoyNoplewIl Us* wIscokh,wr�) I c-<fpfAl wkwa6le 3� 4'= thrcahvkf I it f6r wutOa .wptrcal =lr�ie €I 3 Good 31-" Th shold Detaffs ; t Primary Entry with Impervious Landing Surface ADA COMPLIANT THRESHOLD DETAIL om un v IN 11'-0" 28'-8" 9'-8" 9'-6" v 15'-10" 3'4" 0'-2" T-10" 2'-8° I. W-011 �� 39._8„ 16'-0" � 2'-8„ 21'-4" FOUNDATION PLAN SCALE: 114" = l'-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com 1116 AA #: 0003325 h W r U W h y W F Chi n' F cl P4 A 4 h c� CO q CO E SUHDIV. 8c LOT: CREEKSIDE LOT #1062 PROJECT* 04321.210/062R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN Qlm6mO MPH EXP. C ARCHITECT: STATE OF FLORIDA fzw/�U- MAR 13 2020 MICHAEL C. ANDE AR NO 17305 PRINT DATE 052419 / / SCALE: 1/4"=1'-0" SHEET s t PILE COPY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 112" ISOLATION L 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLCABLE) Z SEE SCHEDULE N T FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0 z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND } ) SPACING REQUIREMENTS Q Fv- mw V J 000 8" CMU WALL o Z M � a � � " SEE SLAB SCHEDULE TOP EXT. PORCH SLAB a 4" CHAMFER{1-STORY) W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE •a° • SEE SCHEDULE APPLICABLE) z ° FOR WxD, BAR SIZE AND BAR QUANTITY cV T 2 EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=1'-0" Lu = Lu I j co NEW REINF. BAR O d ¢ SECURED W/2-PART d EPDXY. MIN. EMBED ¢ 8", LINO Q p FOLLOW ALL MANE SPECIFICATIONS FOR m USE AND _ h PREPARATION OF Z HOLE. w Lu J 0 00 co 17 lz 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) Z OD r ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z ¢(L o ¢w 00 m U V J � a 0 co 8" CMU WALL (M Z ° SEE SLAB SCHEDULE Z "ISOLATED" COLUMN PAD °. CENTERED UNDER WALL AND �- POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE �• •� FOR WxD BAR SIZE , AND BAR QUANTITY )MBINED EXTERIOR MONO- )OTING AND COL. PAD SCALE: 3/4"=V-0" 30" MIN. EACH WAY FOOTING _,J D P _ D.F7DP D v D rvr_ FM D CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH % I WAY AT ALL CHANGES IN DIRECTIONS D n SO THAT THE STEEL REINF. IS CONTINUOUS D PI MATCH AMOUNT OF CONTINUOUS BARS DI o. v I ` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=l'-0" FOR NRY SET EV: 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E, 7 U p� V, PA F U {( R. E- U Pa p ON, �d F N q M E4 I ar 7REIDE 62 I PROJECT# 04321.210/062R1 .CDEr. 4EBB "1828-CALI" GARAGE SWING: RIGHT ,. r, PAGE: DETAILS I 3 160 MPH EXP. C r u i...� ARCIpIIi�CT• .:�,...�. STATE OF FLORIDA MAR 13 2020 I HAEL C. ANDERSO ' AR NO 17305 PRINT DATE: 05 24 19 SCALE: 1/4"=1'-0" 1 ' SHEET Ilk 1 Ist a I --s1 FILE COPY DOWEL PLAN SCALE: 1/4" = V-0" 1 S. APOLLO BLVD., SUITE 202 IURNE, FLORIDA 32901 'H: 321-802-3591 v.abdesigngroup.com AA #: 0003325 w !! 04to ({ U W h X ' 0 F V 0. F r7 Q Q4 4 F N q ri C: y r y -' W .. j' CREEKSIDE LOT #1062 PROJECT* 04321.210/062RI TODEL: s 4EBB J' "1828-CALI" GARAGE SWING: RIGHT k PAGE: y DOWEL PLAN ,160 MPH EXP. C ARCHIFfE.OT- STATE OF FLORIDA MAR 13 I MI HAEL C. ANDERSQNI AR NO 17305 {��°pY may: '-'E: 05/24/19 ALE: 1 /4" = I'— 0 SHEET j k v r Fa FILE COPY TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. Z i r 4 II °. m OD "T 0 O O M o a ° Z O co U as HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0" CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36' #7 42" #5 BARS FE ill W 8" 101 CMU UNIT DIMENSIONS e0 ARE NOMINAL SIZES.. MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA h r4 w q day h L 4 F V I ' Fry r/z A 4 rr Sry Q Q M E4 F I 1LJEDIV. & 1,0T: CREEKSIDE LOT #1062 PROJEECTIf 04321.210/062Rl ODEIZ 4EBB ' 1828—CALI"' 0.'&RAoESWING: RIGHTa PAGE: Ia I, j DETAILS 160 MPH EXPO .— A�cHI�iECA STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDEI AR NO 17305 -0--L`r Lz4 i DATE: 05 24 19 SCALE: 1/4"=1'-0"' SHEET RUE COPY FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d 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 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 PSS36, .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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRZM 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 fc (psi) SIZE W'1cH' 8it8 REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 — (1)#5 — N/A I — GROUTED LID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT C SAFPLLOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF&OB 8F12-OB 8F16-0B 8F20-OB 8F24-08 8F28-0B 8F32-OB TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F72-1T. BF16-iT MOAT 8F24-IT BF28AT 8F32-IT` 8F8-1B 8F72-18 8F76-18 8F20-1B BF2416 8F28-18 8F324B BFa zT BF12-2T 8F162T 8F20-2T 8F242T BF28-2T BF32-2T T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10957 3'$" (42") PRECAST 1025 1024 1598 3'$" (42") PRECAST 1569 2655 352A 4394 5263 6132 7001 3089 4805 8113 7547 6974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'$" (54") PRECAST 592 1 591 1073 4'-6- (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 (7)1 6672 10294 1 11809 1207 2040 1 2707 3375 4043 4711 5379 5'-4- (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 64" (64") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 1715„) 2276(a1 2B38 3399 3961 4522 1663 3090 5365 7547(39) 7342(i9) 8733(i9) 10127(,9) 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5'-10" (70-) PRECAST 340 339 616 5'-10" (70") PRECAST 909 1567(,a) 208a13) 2593 p) 3107 (e) 3620 4133 )a) 1451 2622 4360 7168("3) 6036„9) 7181(") 832ap0) 929 1567 2080 2593 31D7 3620 4133 6'-6" (78") PRECAST g0g 1238 2177 3480 3031 3707 4383 5061 6'$" (78') PRECAST 507 721 490 6'-6" (78") PRECAST 83512 1407pe) 186 p 2329,e 2790(11, 3251(1a, 371202) 1238 2177 3480 6381 8380 103943>) 8825 (,") 835 1407 1868 2329 2790 3251 3712 T$" (90"} PRECAST 743 1011 1729 2632 2205 2698 3191 3685 7$" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727 1065 162 , 2025 24262s 2827 322SCml 1011 1729 2661 389E 5681 8467(4,) 6472 (,5, 727 1224 1624 2025 2426 2827 3228 9'4' (112") PRECAST 554 699' 1160 1625 2564 3486 2818 3302 9'-4- (112") PRECAST 326 512 230 9'-4" (112') PRECAST 191 708 s 1136 '1474 1815 2157 2500,3" 752 1245 1843 2564 3486 4705pp 6390w) 591 862 1318 1643 1959 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 27T7 2163 2536 10'47 (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 c2"1 916 p3) 1188 a3 1461 1736 2011 M 643 1052 1533 2093 2781 3643(sa, 4754(45) 530 695 1180(s) 1472(4 1763 2055 2346 11'd" (136") PRECAST 362 582 945 1366 1848 2423 3127 4006 11'�" (136-) PRECAST 260 452 154 11'-4" (136") PRECAST 474 504 pa) 800 a21 1037 x 1274 x 1513 3x1. 1753 sx 582 945 1366 1646 2423 3 227 4006 494 607 104241oj 1372011 1643 (e) 1915 (a) 2187 (5) 12'-0- (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 244 402 137 12'-0" (144") PRECAST 470 (9) 458 c a) 724 (31) 938 (32) 1153p2) 1369(a21 1585(32) 540 B73 1254 7684 2193 2805 ' 9552 470 550 940 m 1302(1s 1560(,a) 1818(11) 2075 w 13' 4" (160")' PRECAST 296 471 755 1075 1428 1838 2316 2883 13'�" (16D") PRECAST 217 324 110 13'�" (160") PRECAST 418 (1 386 (xx) 607 (30) 785 p0) 964 (3c) 1143(31� 1323(31) 471 755 1075 1428 1838 2316 2883 428 480 780 (B) 1159 p1 1418(m) 185119) 1887ryn 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 14'4" (168") PRECAST 205 293 100 14'-0" (168") PRECAST 384 15✓ 358 )2,1 560 (9) 724 D 888 1054 ,o) 1220 30 442 706 1002 1326 1697 2127 2630 410 425. 717 (9) 1063)21) 1358 I 1582 1807 , 14`-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'$" (176-) PRESTRESSED N.R. 284 91 W-8" (176") PRESTRESSED 239 334 (2t) 520 (9) 672 (29) 825 p91 978 (n) 1131(3D) 458 T83 1370 1002 2245 2517 2712 246 396 663 980 (20) 1303 1518 1734 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184") PRESTRESSED N.R. 259 83 15'�1" (184") PRESTRESSED 224 313 0 486 (m) 627 (29) 769 2e91 911 ps) 1054p9) 412 710 125D 1733 2058 2320 2513 230 SBS 618 908 (zo) 1240pe1 1460(z) 1686(2s) 1T 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T`l" (208") PRESTRESSED N.R. 194 64 1T 4" (208") PRESTRESSED 187 263(19 405 ) 521 638 j 756 ,) 873 (2n 300 548 950 1326 1609 1849 2047 192 306 506 (s) 740 )19) 1005 1271 3, 1473 3, 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19' (232") PRESTRESSED N.R. 148 52 19'4" (232") PRESTRESSED 162 229 )1n 348 (2s) 447 s 547 (z31 647 (2s) 747 ps) 235 420 750 1037 1282 1515 1716 166 263 429 823 pq 841 pel 1059p0) 1227(39) 21'■1" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" (256") PRESTRESSED N.R. 125 42 21'11" (256") PRESTRESSED 142 2041e 3m ) 393 3 aeo 31 568 ) 655 180 34D 598 845 1114 1359 1468 142 232 373 pj 537 (17) 721 (25) 905 p 1048(29) 22'-0" (264")PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N. .R 116 40 22'-0" (264") PRESTRESSED 137 197(1s) 295 a) 379. 3 462 3) 546 z3 630 i 165 315 550 784 1047 1285 1399 137 223 358 513 (1n 688 pa 863 pe 999(a) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288') PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 (1a). 267 pp 342 (21) 416 (211 492 p1) 56T px) 129 250 450 654 884 1092 1222 124 202 319 p) 455 (19) 606 pal 757 (n) 876 p>, (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODL DIVISIC CT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE N ACCEPTANCE #: 16-0126.03 SCALE 114" = V-0" 551 S. APOLLO BLVD., s' SUITE202 e MELBOURNE, FLORIDA 32901 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 Sx;BDIV. 8e LOT: CREEKSIDE LOT #1062 1 F?I >s PROJECT# 04321.210/062R1 MODEL: 4EBB 711828-CALI71 Q,LRAGE SWING: RIGHT t PAGE: LIFT BEAM` PLAN AND NOTES 160 MPH EXP. C AFtCHrrECT: STATE OF FLORIDA kEL C. ANC;I AR NO 17305 DATE: 05 24 19 SCALE: 1/4"=V-0" SHEET S2 FILE COS- NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM - OD 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8„ (�C.\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \\� PLACE STEEL HEIGHT. F O REINFORCING L2 CONTINUOUS AROUND ( ) 4. THE LAST COURSE WILL B A BOND BEAM WITH 1 #5 BAR E () �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TVND COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ID P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/30" LAP FOR EACH O / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM TOP OF THE LINTEL. I' $ I, a \�\ 6_ LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK / �g ��QIO 8x16 DBL. BOND TOP OF / 2 QFL�� BEAM W/ (1) #5 BAR BOND BEAM QC� B EACH COURSE • G 8x8 BOND BEAM TOP OF • � BOND BEAM W/ 1 #5 BAR P - ' O F =FILLED W/GROUT O 30 TYPICAL (\A U -UNFILLED GROUT SOLID FROM = OP _ T l NOMINAL LINTEL TO TOP OF BOND - OF OPENING WIDTH J� # OF #5'S, IN 2ND BOND BEAM #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 - 6-1T/1 M/OB 8N ERLW/(1)#5BAR(L2)E Q� �F NOMINAL LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION CORNER BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 1 REINFORCING OF BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(LI)REFER THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM TO PLAN FOR LOCATIONS ' SCALE: 3/4"=T-0" AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ' OF OPENING PRECAST HEA R(MIN} 2x4 (MIN 2 X 3)1-3/ — TAPCON OR DRIVE PI MIN SHANK SIZE.145 MIN HEA WINDOW SIZE _300 MIN EMBEDMENT 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" { EMBEDMENT n 2x6 (MIN 2 X3) 2-3/16 TAPGON a PRE -CAST 3 114"a OR DRIVE PIN (MIN SHANK WINDOW Q Z. SIZE.145 MIN HEAD SIZE -300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN " , y SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 OLID BLOCKING 1/4") 8" FROM EACH END AND S URE TO SHEATHING W/ 18" O.C. MAX MIN 1-1/4" IN. 2-12d PER BLK EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4„_1 -0„ F I'I E� J, v �! 5 41 d lk.l I a I1 h= ,{ M I: FII 551 S. APOLLO BLVD.. SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA f 0003325 mil. �nS F u.is:4`. F r: 04 4 W F N o° ;V 04 Q 0. d, fa co �y U13DIV. 8c a ky CREEKSIDE LOT #1062 [7A OJECT#a" 321.210/062R1 DEL 4EBB "1828-CALI" RAGE S�'VING:RIGHT AGE: DETAILS i �A 160 MPH EXP. C ARCHITECT. �® STATE OF FLORIDA MAR -1 3.20�@-= ICHAEL C. ANDERS( AR NO 17305 "T PRUNT 1 -DIATE. 05/24/19 U SCALE: 1/4"=1'-0" SHEET IN Ste 1_ .E COPY FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d 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. XX ¢ 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL O MANUFACTURER SHOWN IN STRUCTURAL PLANS. cj 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND � CLEAR SPAN OPENINGS. q m o 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). O CN C 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE LL Z SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE _j FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS O I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND C) In APPROVAL. o 0 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES O SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER,ACCTUATED U 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: ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE F,DRICATED W/A 2x6 BTM. CHORD (MIN) ` 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS - WITH THE ARCHITECTURAL PLANS TRAYS AND RS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY! ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 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. -- G 4798 LBS U: -2696�i BS it__ u u u u u u n u u u II ATIACHII4'-0" LONG 2x SCABTOII II II II ,, TRUSS W/ 10d NAILS @ 6' O.C. II If u n II (4I FROM EA END) II II ]I II II I) II II I I I 6 I IAl 6 Al Al _- I ---- � --- I - --- -- � --- I ---fie - _ _ - _ a I ui A1A 1 I .)' I' 2„ZX51T= f I ICCESS__�_ I - I I a 1A 1A l A 1A 9A I 31 GT I A5GEI 1A 53.1 L 3,1 LLJ 62GE 7 8 3.1 S3.1 FRAMING PLAN SCALE: 1/4„ = 1,_0„ 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdosigngroup.com AA #'. 0003325 W y U W h A 0.' F ul I q �o cs ti SUHDIV. ac LOT: s' CREEKSIDE LOT #1062 PROJECT* 04321.210/062R1 ODEI : 1 4EBB "1828-CALI" GARAGE SWING: RIGHT W PAGE: t FRAMING PLAN Qk,Q MPH EXP. ARCH CT- STATE OF FLORIDA LICHA ELC. ANDERSOIR NO 17305 PRINT DATE: 05 24 19 SCALE: 1/4"=1'-0" SHEET eM1 IlLt t,` r ENGINEERED WOOD TRUSS E PLYWOOD SHEATHING, SEE - @ 24" O/C, SUBMIT SHOP "ROOFANALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 112" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA1'6 TRUSS ANCHOR B42) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFANALL/FLOOR WITH (9) 10d x 1 l/2" NAILS TO NOTE: A PT SYP #2 2" x 4", 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4" MINIMUM ` 6 % 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP ANDeEONG FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", SHOWN) ; `° ACCOMMODATE GIRDER 6", 8" x 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS_ W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR O/C TO FACILITATE ONE FL#17680 ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIAACCOMMODATE TRUSS' (A) USP LUGT2 W/ (5) 1/4"x3" POWERS SEE ARCHITECTURALANCHOR REQUIREMENTS. WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W! 3 16d O (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. RED WOOD 3/4"x6" WEDGE BOLTS AND 1x2 SECURED W/ 10d @ 24" O/C, 1 x2' 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS HOP DRAWINGS SEE ARCHITECTURAL 12" O/C EW 2x SECURED W/ (3) 16dOVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A Al_ OWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = UA870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) i B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 1a 1b TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCAT 3/4" T & G SLIBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1/2" HIGH PLATE w/ (2) 3LE T PLATE R 2x6 WOOD BEARING W/ SYP No 2 STUDS SEE S FOR SPACING. SINGLE PLATE TO BE PT. TIDE DBL. TOP PLATE DE BLOCKING ;YP�1NL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 4 scALE:3/4„=r-o" (NO UPLIFT) vv OUTER 1/3 OF SPAN ONLY BTM.— PLATE —NOTCH DEPTH 1/4*D HOLE EDGE >519' HOLE DIAMETER < 2/5"D SGL. STUD STUD NOTCHING AND BORING LIMITS scALe 1 vz^=r-o" LE EDGE >5/8" HOLE DIAMETER <3/5*D DBL STUD TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) SCALE:3/4"=1'-C LSTA12 20 GAUGE W/ 10dx1/2 HDG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER 16 W/ 5/8" A. B, WITH MIN. "EMBEDMENT J� TO SLA (20) 16d x 2-1/2" NAIL TO POST., POST TO SI IRECTLY ON SLAB Ba a a ° a GIRDER/WOOD POST CONNECTIONS ,I - 6u7O7"' 6" l 5 5„ w B D/E C A B A - USP THDH26 G < 1325 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (�0) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2 00 LBS, U < 2560 LBS W/ (2) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U <2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMONNAILS AND (10) 16d GALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4 00 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL 6-0" MAX (W/lX4) R 1U-0" MAX (W/2X4)„ # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1W' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3)"X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL 1x4 DIAGONAL PRE-ENG GABLE TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER PLAN FOR LOCATION TRUSS ENG) MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR—� BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C —/ —END WALL OR OTHER MAX.; OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4"=V-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE lk TRUSS BR( CHEDUL SCHEDULE SEEFRAMI SEE SCHEDULE FOR BOLT SIZE 5 1/2" MIN. EMBED. (TYP) OD_Z Z °O g 2 PT 3EE LEDGER SCHEDULE I j 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-9' . 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME coArlklr o€r)] IIRFRAFKIT LEDGER SCHEDULE MARK SIZE BOLT SIZE 5' EDGE SPACING 8" O/C CENTRAL SPACING 16" O/C A DOUBLE 2x8 1/2" B DOUBLE 2x8 3/4' 8" O/C 24" O/C C DOUBLE 2xl0 1/2" 8" O/C 16" O/C D DOUBLE 2xl0 3/4" 8" O/C 24" O/C E DOUBLE 2xl0 3/4" 6" O/C 16" O/C F DOUBLE 2x12 - 3/4" 6' O/C 12" O/C WOOD LEDGER DETAIL SCALE: 3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1'-0" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 USPRT16A (FL#17236) 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. ALTERNATE, MATERIALS SCALE: 3/4"=1 -0" 551 S. APOLLO BLVD., a SUITE 202 ELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com FAA ##: 0003325 rSUIB3DIV. de To r CREEKSIDE E LOT #1062 I PROJECT#) 04321.210/062R1 I" ODEr. q 4EBB "1828-CALI" C,AMAGE SWING- I RIGHT s 3 DETAILS n 160 MFII ]EXPIR C ;} STATE OF FLORIDA MAR 13 20.0 MICHAEL C. ANDERSON AR NO 17305 r PRINT DATE 05 24 19 SHEET FILE COPY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 .,NAM .� � 1 a r� g, 2 � � F U F p '"1 DII 7 fig SUHDIV. & LOT: CREEKSIDE LOT #1062 x PROJECT# 04321.210/062R1 ODEIZ 4EBB "1828— CALI" GARAGE SWING: RIGHT PAGE: f s, .i DETAILS . 160 1 PH EXP.0 k,, A.FICKTIECT- &-rAlE OF FLORIDA 3 2024 LMICHALEANDERE! 17305 rPRINT 05 24 19 DATE• SCAT E:1/4"P V-0" SHEET Sae IF-) (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 6U-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP_ TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV_ COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE i 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL � UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x S CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2X4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE3/4"=V-0" SIDE VIEW VTT SPACING (1) AT EA PRE-ENGINEEFcL-� VALLEY TRUSS CONNECTION SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA Fy Lo Lo r4 U co V ti E � A of x y UHDIV. 8e LOT: s CREEKSIDE LOT #1062 ROJECT# 04321.210/062R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 1-FQ MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 13 2020 I MICHAEL C. ANDEI " NO 17305 ,PRINT 05 24 19 DATE: / / SCALE: 1/4"=1'-0" 1 GABLE -END i HIP ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 23,79 PSF (33.79) ZONE 2 = 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: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE 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 END. ROOF/ WALL/ FLOOR SHEATHING I'ASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Ed 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 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING 1 SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & L 0 = Z BOTTOM PANEL AND 8d RING SHANK GUN I o NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED -- _- _— Do PER MANUF.,SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES rn J CIO Z Z =1 W Z z . 2 U A O y J Q z o 0 m y Z Q 2 ' fn O . z a ao J Q Y z Q W CW� 2 U W W��U CO O W W z 0- CBd RING SHANK GUN NAILS @ 6" O.C. IN FIELD 1 U Ct 5 I KUU I UKAL Ed RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ GEN�RAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL HE 314", STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL 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 - CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED SINCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND -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 %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE/ WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 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 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING I ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 IS COM 3LETE. 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 SEQUE ACES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURIN ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE FOR SLABS SHALL BE THE CC NTRACTORBHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED: WITH 2" CHAIRS SPACED 3'-0" OC,EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFTRUSS DESIGNS SHALL SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED 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 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. - GRADE.60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCABCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN: LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" - #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non -concurrent #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 psf 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 I NSTRUCTIONS. 1 0 psf BTM CHORD p 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUP THE WALL AT THE TOP AND BOTTOM WITH PORTING DEAD LOAD TO RESIST WIND UPLIFT 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 0 4 psf P - WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY AT S - I CO OUSLY LAPPED SPLICES AND AROUND CORNERS DOWEL .ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE T 0 BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017)EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITE($ LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200 sf GUARD IN -FILL COMPONENTS: P p 5OO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTU RE OF TRUSSES. THE TRUSS FABRICATOR SHALL E GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND AFULLY DIMENSIONED ERECTION 40psfVEHICLE aopsf .MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION. SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,.. ELEVATIONS, DIMENSIONS, ETC.. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP. DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR Tb SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTMC-90, GRADE fm = 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 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 ENGINEER SHALL BE RESPONSIBLE FOR 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 ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMIS@IGDN FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPHffSSIVE STRENGTH OF 3000 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 A MAXIMUM 3/8" CONNECTORS" BY USE, OR EQUAL UNLESS :NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A @LUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. �A LATEsrcTEST CATALOG. FOUNDATION/ SITE PREPARATION; """` "FOOTINGS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIV@LY ON THISPROJECT. MORTAR SHALL BE WERE DESIGNED FOR AN ALLOVtf7QgLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTIIS'..,.,,� :PROPORTIONED AND MIXED AS OUTLINED UNDER AJTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. fR€MOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIE D PROCTOR MAXIMUM DRY DENSli S DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL F R TERMITE PROTECTION. CELLS TO BE FILLED. '.. ". FILL CMU CELLS SOLID WITH GROUT ATALL CELLS T® RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER NER SHALL RETAIN THE SERVICES ®F AN ENGINEER TO VERIFY REINFORCING. - SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS: LOCATIONS FAILING TO MEETTHE - GEO-TE, HNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED ANDRETESTEDAT 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 BE MADE BY THE GEO-TECH. ENGINEER. ' STRUCTURALSTEEL: — THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 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. ALLOTHER CONTRAOTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL CONCREEPLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+/PRIORTOTHE ADDITION OFPLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.. CONCRE E 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 E TO BE STEEL CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED T THE. MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN LOH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALLBE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. - REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3IFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2"FOR#5AND SMALLER 2" FOR #6 AND LARGER C, FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS T V. Jl4 I Mt ODU-FL IA UCIdVIYU VLUCU I U l LL CAf UJCU IVICIVIDCRJ lx2 PT FURRING TO CASE HARDENED COIL 81,OIC 8.1 GARAGE DOOR BUCK 114" DIA TAPCON MASONRY O/C 1 V2" EMBED., 4" END DIST. MASONRY! CONIC. NAIL L 172". LONG. TO MASONRYICONC. NO WASHER FASTENER 1 112" EDGE DIST. SGD,-AL. EXT DOORS CASE HARDENED COIL 91 O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 112" DIA W! EXPANSION BOLT " 4" EMBED., 4" END DIST, ix PT: SEE NOTE 6 NAIL 1 1/2" LONG STAGGERED INTO MASONRY/GONG 24O/C TO MASONRY/CONC. WASHER 3" EDGE DIST. WINDOW ix WINDOW NOTEB NAIL4 1/2" LONG. STAGGERED BUCK CASE HARDENED COIL 9GGERED _ - O/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING INTO MASONRY/CONC MASONRY/CONIC. REQUIREMENTS BUCK 2x PT SEE NOTE 8 NO WASHER FASTNER 18" O/C , DIST2 EMBED, 8" END. NON -BEARING WOOD iAS EXPANSION 4".EMBED : 4" END EXT. SWING DOOR 24" O1C 4 1M2" EDGE DIST. WALL TO CONIC: SLAB WIWASH BOLT GIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0.13V PAP x 21/8" 9" O/C. - — 4" END. DIST.. 1 10' - PT TO STEEL COL, SEE W/WASHER STAGGERED EDGE DIST. - NOTE 8 NOTES 1 STAPLES SHALL NOT BE USED FORANY 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 FORTH BE THE STRICTER REQUIREMENT O T E BUCKSF HE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING. DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH:321-802-3591 ri www.abdesigngroup.com AA #: 0003325 r :Tn K ' 4 q 'L' W o-71 W i fix, i U ti �II ,l I 3 1 lei y I: k i I. LU rI 11 REEKSIDF OT #106 [P3ROJECT# t 321.210/062R1 DEL 4EBB "1828-CALI" GARAGE SWING: RIGHT it DETAILS II F 4 MPH EXP.j ARCHITECT -STATE OF FLORIDA 1 MICHAEL C. ANDEI AR NO 173f)� Y AET 05/24/19 " 11�) SCALE: 1/4"=1'-0" SHEET FILE COPY Planning & Development Services Department Building & Regulations Division Product Review'Affidavit FL # or Miami -Dade FLORIDAPRODUCT REVISION EXPIRATION Product Model tf i.. Manufacturer GlassDescripton Method of Attachment Building Design Product Design APPROVAL REVISION .DATE Pressure Pressure 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 t Min. embedment of all anchors to be 1 if4" (+36) / (47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" '. max. from corners, 7 1/4" o/c atjamb, 10 1/4" @ head. 1 1/4" embedment. Two FL16103.1 R13 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact ';. additional tapcons midspan and one at lower frame required vertically each side. (+38) / (-48) (+50) / (-50) Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 11/4" embedment. Type II: 3/16" or l/4" ITW concrete tapcon anchor. 6" max. from comers, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/202b 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 II: 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 RS 11 30 2022 / / Fixed Window PI Gem 1500 y PI Gem Y Non Impact P each side. Install per manufacturers recommended requirements. +38 ( ) / (-48) (+55) / (-55) °} i, 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners ik.: FL146141' *"fi'y Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. r R4 12 31 2022 / / Slidin Glass Door g Ply Gem Y Non Impact p +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 Thermo -TN N/A Min. embedment of all anchors to be 1 1/4" +36 ( ) / (-47) (+47) / (47) dwt with transom _-Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6' from ends 22" O/C FL101073 R10 12/31/202D• L-fit 16.2x7 73 W6 Clopay N/A j+29)/(-35) (+36)/(-42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least.3/8" dia. heads, long enough to penetrate through plywood or 3/4' into boards. Use 4 nails per shingle placed 6` 1/8" above the butt edge, approx. 1" and 13' from each end and 112" FL7006.1 R10 12/31/2020 _ Roof IKO Cambridgll N/A aboveeach 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 FL15216.1 R6, 12/31/2020 -<lifiderlayment Rhino U-20 Interweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A / (R7) (PENDINGAPPRPIVAL-Of 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 'P 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. Attach the 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 OFF -RIDGE VENT WITH the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/202& Off Ridge Vent. BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A 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 Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/20271 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Referto and follow ALL N/A N/A 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 PI yGem 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 Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N A / screw or all thread but with win nuts. g N/A + or - 20 p.s.f. 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 F1_16293.1 R2 12/31/2019 6' span or more 24 GAGE panel MFG, N/A screw or all thread but with win nuts. g N/A + or - 20 p.s.f. Install per manufacturers recommended requirements. FL19147.1 R4 6/27/202Q Zip System Wall Sheathing Huller N/A N/A N/A Sheathing 551 S. APOLLO BLVD., SUITE 202 IMELBOURNE, FLORIDA32901 PH:321-802-3591 1 a www.abdesigngroup.com AA #: 0003325 W W y . o U ! la W o iZ -A r� h L I U z q U ¢ h 0 q N ai M a dC UCIE k' COUI COUNTY R PA 2ROJECT# ODEIt 101 ]EXPRESS I SHINGLE l GARAGE OWING: 'm t;1 i i I tat I60 MPH EXP. ARCHITECT STATE OF FLORIDA '^ i9 AR 1 3 -� `� k MICW�i AR NO'17305 PRII�TT 3/9/20 DATE• SC J.n'. 1/4" 1' —0-0 T Al CONTROL DATE 3.9.20 FILE CnPY