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HomeMy WebLinkAbout7921 Sail Clover Ln99 9t828-4EBB—CAL19 HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Te1= (813) 740-9720 Pax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE AUG 9 202 CITY OF ZEPHYR PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 ( ) FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .>!�p)et�IMMON (2M7) ► HUITDIIiG CODE, geglpplTlu,, -AM . MD 8RAlE CODES .00CUPANCY - RMEM194 GROUP R3 •CONSTRUCTION TYPE - VB DTIERIOR FINISH - CLASS B •BASIC WIND SPEED - VuN:=III) MPH Vasd=124 MPH •EXPOSURE - C R1-�Rr RESIDENCE - MAX.-2-STORY RESIDENCE - HEIGHT AS PER LOCAL AND STATE CODES AHV. ABOVE A/C AIRCONDITIONING ALT. ALTERNAL AMP. AMPERAGE BD. BOARD CL C ER CAB. CABINETLINE CLG. CEILING cLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED Du. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.E. DOWNSPOUT DTL. DETAILRO. D.W. DISHWAEHER EA EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FDWD GLASS F.G. FUELGAS PIN. FINISH FLR FLOOR FLUOR. FRENCH DOOR FR DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. H. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER MGT. OR HT HEIGHT INSUL. INSULATION INT, INTERIOR LAV. LUM. Me. MIN. M.T. MID. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. REF. REP. RM. S.C. S.D. S.H. SHr. SHIRO. SHWR SIM, SL. SL. GL. STD. EWE TEMP. THK. T.O.C. TOP. T. W. . T U.N.O. V.P. W. W/ WD. WDw. W/H W.I. LAVATORY LUMINOUS MEDICINECABINCTURER T MINIMUM METALTHRESHOLD METlA.TED NOT TO SCALE ON NOT To C PROPERTY LINE PUSH HUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORRL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SECTION Lc SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TYPICAL TOP OFSLAB UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCR]IMON 01Q6/16 CPS mum ARCHITECTURAL SHEET DESCRIPTION EUbro 2ott FBC IFDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG At PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL 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 OUI66 CDSRE-MBLED 0212V& 50M ELEYAWO AMD 09/J6ro CDBRE-18AlED 04/" FOOTNGREYMONPER M.DGRE0 ObRlro CDTNRE-UIBIED 02A%ft ADDED QWLESSF00TERATGARAGE DETAIL(FOWMYERS) 02MAS PLAN MA rEN4NCE OMMIB REVISED LNTEL 512 AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004MJ ADDED ADDITIONAL RECEPTACLE N GARAGE PER ULL MATSON (PEER) SQ.FT. CALC.'S @04A FWAGO WAc YOUM8 CN SOFT CALL SCIEDILE (MEt.b) 06A2AS ADDED 'EXMFXRMOW DEEPFOOTEWDETAILG/BIb4(am) Q. 1828 SPT. GCE 4390 So. FT. em ea LA" $a FT• TOTAL 2362 W. FT. 064M ADDED LED Lr*n • KRCIEN i DATH PER MARL DOM CVF2/l9 ADDED &TONE OPTION ELEVATION C 4 D (TAMPA) O�IIUI9 ELEVATION Y•' SIDNS-ADDED LOUVER a GABLE ROOF W45AS A DED O. V-0' CEILNS PTHEK�FITB BIRD REPLACE USP CCMECTM WTH 61113ON C04 ECTOR& ®4ADIR0 REVI&E ENICAVENT RADON PLAN DIQI& 04VA0 OPT. W-0' CLG. HST.- ADDED LED L*W N FOYER OPT W-0' CLG. W.T. ELEVAT04 'C'- REYWED 1 E&IT CF ARC"Y pyftgp ADM ELEVAn"Y•4'M(qRd STRUCTURAL SHEET # DESCRIPTION 06A W ADDED ELEVATION& W j'-M'-M (ORL) PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SN1-DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFCs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONBTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesWgroup. m L AA b: 0003325 M R b i• a BtMDIV. as LOT: ABBOTT PARK LOT #14 BLK #7 PROJECT* 04181.000-14071 MODEIA 4EBB "1828—CALI" GARAGE 8WMC : LEFT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. VM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN S" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 959E MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/ NCH GYPSUM 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 TO 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 TERMITE 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." TWER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBRIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITHIA' 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 COVERINS 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 FRASM 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,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - 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 BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.15A AND R703.7. FIRE RESISTANT XOR6TRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IQ" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROU P'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR' 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. Ii N. RONALD REAGAN BU LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6 lip 7 a a 0 SIunDIv de r oz' ABBOTT PARK LOT #14 BLK #7 PROn=T* 04181.000-14071 MODEZA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAOE: GENERAL NOTES %160-MPH EXP. C 1*- 39'-A' I - - I I� oiEasello o - - - r n p 1' IV, oII1n - — - oIMMMMMi',o i m 11 II M 11 o 0 = m m m / .��. / - M • T m • O • �� • � l :lr� 11 �.� - - • = to i i • . w. - o Z 0 • DOLLARDAS - REa • -PER - CODE �. R r • - o I FINER • P p • •I • - •_ • —,011��1'o ol��l�o Ll cIIMMEOIIo o������1`0 I I - FLOOR PLAN BGALE. 114- • I'-0' ff TV . waMr unnnnnl r�►1.Fi��.G ..:opo _vpo SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 04. FT. ENTRY 16 Sa FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. 001f01BRMDO:AD011 1VI DLOADS amove ramPOR! I I I ram OF91101 101MIE ME 11111NW1110 11101111111118 MGM R10TAR MIN. WINDOW to 5 34/-45 CRITERIA EXTERIOR SWING is 5 33/-43 DR MIN. CRITERIA SGD. MIN.41 5 31/-39 CRITERIA 16010 OAD. 112 5 28.2/-31S BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT f 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. v IDATEwwol DBL. TOP PLATE 0 M BAR DETAIL A SCALE. 1/2' • 1' 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) N THICIWESB, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1"i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA 8: 0003325 o m Q C i$ a 8unDiv. & I1om ABBOTT PARK LOT #14 BLK #7 PROJECT# 04181.000-14071 MODEis 4EBB "1828-CALI" GARAGE 8TfWG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ./-18'-4' BLDG. HGT. FYPON LVI2�4 ----------------- OR EQUIVALENT BRAKE SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ I2 6' TRIM BOARD (TYPJ b' RAISED BAND (TYPJ OPT. COACH LIGHT 8'-0' BRG. HGT. LAP SIDING AS SPECIFIED (TYPJ 844INGLE ROOF BKTIIXII OR EQUIVALENT DECORATIVE SHUTTERS OR 4* RAISED ' FRONT ELEVATION SCALE: 1/4 • F-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE T 0'-0' FIN. OFF RIDGE VENT ARFAOFATnC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/3DD REQUIRED VENTILATION AREA 236413M • 7.66 VENTILATION AREA SQ. INCHES PER FT. (144) = 1134.72 SQ. IN. MN. REQUIRED VENTILATION .5% 333472 IN UPPER PORTION OF ATTIC - 567.3654IN. OFF RIDGEVENTILATION AREA I155q.IN. PER VENT 567.36 /115 TOTAL# OFVENTS REQUIRE 4.93B7 IOTALtl OF VENTS PROVIOFD - 5 'AREA OF ATTIC IS THE PERIMREAOFTHENOUSE,18511EOVERHANG (EXTERIOR OF WALL TO OLTERIOR OF WALL, NOOVERNANGS INCLUDED ABg m B�• "GT• IN I ON] LoIn Eli Ind rd m REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH i'-0• �o 0'-0• FIN. FLR - — - — - — - — - — - — - — - - — - — - — - ----------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT i4 i0 m 0'-0' FIN. FLR 2 RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH B'7G "GT. FLR U DECO. Di A X'-0' FIN. FLR. 1441 W RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.Lrom AA #: 0003325 h tl m � a111b"ITI: d: j at78aty. ac m ABBOTT PARK LOT #14 BLK #7 PIROJECTIp 04181.000-14071 ;1cli 4EBB "1828—CALI" GARAGE 8111 LEFT PAGE: ELEVATION "Y' 160 MPH EXP. C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES —e 01BV OUTLET 2e AMP SWINDLE role NOV OUTLET IIOV OUTLET N Or OUTLET WNW TO SUITCH --Q-� an IIOv OUTLET WdLqMD WA300 PAULI NTOGAnM(TAMPM PUMA T TYM) 220V OUTLET (4) WIS CCN4WTION CUTUoRT� N •tuT SwTCH SWTCH *-WAY OF'ER $4 SWTCI4 4-11114Y OPER t� �f WALL. MOwrED LWHT CEILING, LIGHT © LED CLt& LI&HT LED VALOR ©� PROOF LIOHT O VP VAPOR PIBOQ LIGHT OPocono CAN eVofT. FAN Ia"FER Bli M. vM41. FAN a4LIW1 I QI'1 FBR BO. M. V FIMGR (BPEc'B Tao er FL T 2-MlD RABAT ® L AltUND S-MLa BRP � L AROIBO (SURFACE PINT.) 2' FLUOIENCEW 4'FWOIlBCNW p W--�-e-4 CO 4' TWACK LIONT PANEL � PSTCR SIR. &'� 04ATEerole BILH*®BS r•O� WALL PIVJ;= ® 8/� CA"mmmmix STONED GR San NUICK21e UP i;i Mt . I2NTANCB OF NOT LE" T[M 4' PENDANT LOW NATURAL eM ► TRM%I2TE JACK 04 WATER HEATER To YT AT gO(O eTQ OIBCQRSTCr AIR (11" IONRIO DMCONiCT BSR AMU ON I -a mezvolIQL JAM CIILNO OM TO n BIlPORRD N O j-1m ACCOIOMICI 0 SOX MAPOW AS IUC14 FOR CMLNS NOR PEUMMM CELLN& PAN&MIT To WE Bu•FOptw N AOOOIDAb" W WX MARK AS W)ul I = �O,GG 24' NO4DEBCIW LIONT &TRIP inn 1116• 14CAD4XBW2NT LUMT sTRB• nnn® µ• NCAI LINT &TAW FLOOD LOW we NNY ADaaTY II72rPAo • PA FUM4•MITTON Pm Cia'IB um mw • LOCATION OF N JACK& 4 FIDFE OUTLETS 4 FAN* TO M2 YEPUMD a HOPCOIv mt PIPE-C4N&i1W1GT10H MMLTM&. • ALL ° 4 20 AMR DRAW-" CBCIITS TO °8 AIBC FAULT FTRDTECTED FER ELKTRICAIL FRDVISIOPIe Q, Ba@ •7t1 aDRIdN ('leR) 4 IfL 2M_ 7AN4 ®ITIOL • 2e AMP DEDICATED LAIMRTRLIO CIT. • GR a ISLAND (NOT ON KITQIN CIRCUIT) • DIWWASIlR 04SG4N4lCT TO eE LOOKOUT IN PANEL • BATHROOM 9)04AU&T PAN TO HAVE MN CAPACITY OF Be a" NTMWmTTeNT PER RECTfWAL PON&ASI,7W OF SOCTION Mae1s F n mI LQ • LAUNDRY ROCTBC2'D FAULT ORI2WT-04iMRI0E•IMB PROTECTION POR PMMON EL ON FEEDERS • WRN& 1`11T4OD M4/LLL °E NON METALLIC CAME FM MACrRrAL PROVISIONS OF MQ n % (WML • ALL WORK TO OQTLY WITH MAMIFOCAL PROVISION* OF TIl mjQ AT4 bm 0Am . AU - LA SNALL e! 41xr tee+xn WY [Sun. DER AND d 11MT etc ®i1tlT lPIG.Ni Trm PER TB! OP LNtRNmounm 0 OWNER'S PRE -WIRED �� CLG FAN \ 0. B� BDRpM. #4/ L' `J 4L,— CLG FAN �T,W' LIVING ROOM 'PRE -WIRED CLG FAN 1 1 1 1 I 1 I _ / DOLOR BOLLARD / AS REa / DG• WALL MOUNTED PERDE LIGHT W/SWITCH IN / ATTIC / / GFI CLG. ) OUTLET KEYLESS FIELD FIXTURE VERIFY L Lam• IRRIGATION FOYE OUTLET a 48' AFF. GFI ENT GARAGE —_--'SGTCH IN CLG FAN rwp w / DINING I ROOM �01 JI i L&LnN F" � I II OUTLET 1 DW Sh'tlC � bii FOR DW KITCHE / --- GFI I RANGE / \ GFI O GF UJv LET FOR TWMICRO 1 FUTUREIFE II 1 �y�" �F BDRM.j I / PRE -WIRED / CLG FAN I V 1 1 1 1 1 L II L II �-- II I BATH #12 I 8/r®OII 1 I 1 1 \ BDRM•A2 \ / \ . I PRE -WIRED CLG FAN \ V— ----_'--__—_--// OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-®' CEILING MTD. LIGHT TO DE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN WP Panel MAIN -A PANEL: 8/16.pt breaker VOLTAGE: 1201240 V -1Ph MAIN: 150 Arrp M.C.B FEEDER: & #1 Cu TI1WN & 1-#8 Cu (G) in 1 12" C. OR 3-WM AL TFNMN & 1-#6 Cu (G) in 1 12" C. Wlrc Pr. BFr Dsomplion Ware Circuit a..e Waft D•acd eoe w Polo wR H2 1 20 Exwlx Rae ,Ie GFIer TUG 12oo 1 2 3 e• H2 2 20 hliphon Pump 100D ! 3 • s e sm4 c.u:1 71 2 0 sw•. 7 e PANEL -A PANEL: 42 Gt bleaker VOLTAGE: 1201240 V -1Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 Cu THAN 8 1- #8 Cu (G) in 1 1?' C. OR 3-#210 AL T1MN & 1-#8 Cu (G) in 1 IC C. Iolo W D.cr don Wotb Choua Circuit Woa Doul flan Boa Pro Va. 1 m 8ma1 nca 1NI0 1 2 wD0 Rana. 50 2 ae 1 m Nkraa•.blHoOdOFI 1800 7 ! 1 m 3mMAppYe. 15m 5 0 4500 Star lbrx 25 2 HO 1 m 150D 7 E , m Dk AFG 1500 0 10 1m0 Db YGFI m 1 H2 1 m B.W [)FIRc li.. 1m0 11 12 tem q.Dea.Mr GFI m 1 1 15 F x/ Ha l Bad 02 a n1 BM FL AFCI 9D0 17 14 5000 DryxGFI m 2 a10 1 15 Roam Lwl U AFCI aD15to 1 15 geMn, Par ,8grn L AFCt o00 11 1B 1500 Wo.lw GFI m 1 H2 0114 1 M 308 Cp AFG ow ,o m IND GMPDwOwwGFI m 1 $12 012 1 m lwn I Bad N /Don AFCI 1200 21 22 1200 IGmw / Exterior Lot B Rw@pWW AFCI m 1 1 012 oa 27 24 m0 DagrL 5u4. AF 1 is 1 #14 .c. 25 20 000 OanxY Both—AFG 10 1 HA g 27 a m 70 1000 h6plion control. m 1 #12 31 m m 95 35 3 a 37 90 sp.. W 2 35 A7C AHU-, x51NA r W% 552fl 71 40 Spocc 41 42 1 L.mw rtod nand aorororouwkn./m• 10000 1 2070D ILood.e «ebe•m.ne bmm.rml.Nm.IILN Demand Factor Calculations: ABBREVIATION& AFG: ARC FAULT GRCUIT NTERRUPTER NC: NON.00IiCOE14T LOAD GM: GROUIDFAULTNTERRUPTER TAW Wd eu t to amend dam 4270D ' Ret 1DD00 c tb r 100% 10000 R•mt9N war400 17080 rrr A2I.tl 14WB LOAD CALCULATION IB EASED ON PC NON -COINCIDENT LOAD Trr CmnMod Lad Waae 97oW Toro]x • 1240 atk.) 141.9 General Lighting& Rece ca Load Tow AD r. F..t 1 1828 Oc.rcl Lta d Rc 3 W / 3 . Ft. 1 5484 Hµra 1 ot65W)Li Nat 117096 65 Tr.l Gon—I Uohh 8 R. rb 5549 case lrak TDm1%e1s Gcxa1 ua 8 R. Ponol A I 9 6171 5549 I L I i I LED LIGHTING @ SINGLE LAV. e ISATH 42 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTR& A. M ECIPOCAL MATERIALS AND INSTALLATIONS SHALL CQRLY wild ELECTRICAL PR[7VIWON* OF THE B'dtd,aiki EDITION f2 NIX LOCAL CODES, AND ALL LOCAL POSER CQrAN1• IRECLUPEPONM IL ALL CONDUCTOIM WALL M TYPE TBNRH&N NLES& NOTED OT1ilIW1&E. I I L I I I I I I � I LED LIGHTING ® DOUBLE LAV. OWNER'S BATH MIF CU. THIN . w CU N V CCPOIIT OR & i0114 . 11* CU N 2' CQ PUTT. TO TEIBFINAM AIt90VE SOFFIT a t)VL10 &?4 J COPBR"TION SERVICE DISCONNECT $wCN AND ELECTING METER N NEMA BR ENCLONRE B62N MW TEMIN & AT LOW TERMINAL O LOW VOLTAGE CONNECTIONS 144 CU sMRVTCE aNBOIND COIBICRD TO CCNGFNM ENCASED FOOT" SYM FETE lLECTIWO.AL FROVISIQN* OF TIE ENGRAmi Nil &M" DIA X & PT LONG COPPER CLAD OIROUD R12D i441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA0:0003325 J a O b ySS C s avBDIV & LOT ABBOTT PARK LOT #14 BLK #7 PROJECT 04181.000-14071 MODELA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. fj OND ILA I I I I I I I I i I ; 0 I f 0 J • • SHIRR PAN _ — _ J — — SINK i 1 n i ------ 1 p I �u -- 0 o in I 1 II II II 2' VTR I\ 6'w � z• VT AUTO O• 3'-21 3'-1' 1'-1' VENT 2•� Iriy 1/2' <-I ur, z11/Z�z 1L_—_--J mILAV *AV, LAV I 7t1B3 LAV I I 3. 9• IUG z SFWIR 1/2' 3. 3' 2 WASHER CO i TO I MAM I PLUMBING RISER DIAGRAM ------------------ PLUMBING PLAN WALE, 1/4 . I'-m* IN ' N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774fi078 FAX: 407-7744078 wwwAbdesigngroup.com AA A: 0003325 7 will, a N 11 F. aLTHDIV, ae LOT ABBOTT PARK LOT #14 BLK #7 P1tojmcT/ 04181.000-14071 moDuxe 4EBB "1828-CAU" GA t"ZO 9TnNQ: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL ECUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLA66 PAS 4 MASTIC, AND INSTALLED AS PER FBI 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3) 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FCC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL GORE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I"M RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DRIP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR OFR16ER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR 080 t' CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® TWERM06TAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB —%XI SECURE STRAP TO UNIT W/ (2) 1/4' SHT. MTL, SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRICTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW 61-AS T REFRIGERANT LINES TO PLATFORM RETUR4 CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION N".2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � FIN, FLOOR OR WALL COUNTERSUNK C.O. PLUG � i— SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K "SAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAMC FLOOR SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN� ■ NOTE: ALL MECHANICAL EQUIP MENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN SCALE. 1/4 . 1'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FA)F-: 407-7744078 www,abdosigngroup.com AA M: 0003325 10 0 m 11P tMDIV. ac LOTBBOTT PARK LOT #14 BLK #7 ROJECT 04181.00 14071 MODEL: 4EBB "1828-CALL" GAIRAGM 87/ING: LEFT PAG2: MECHANICAL PLAN 160 MPH M. C p g 2X4 TOP PLATE PRE-FAS TRUES IQ' CLG. BOARD IR' DRYWALL Ttr SECURE ST. - PLATE TO SLAB lu/ Imd MASONRY NAIL • 32' O.G. MAX C-0' FIN. FLR 2x4 WOOD STUDS 024' or_ SLA15 ryV I G: 01 UVa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-m' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'-I'-O' r r e $Law row or w I a•a '■LRx coo ada B GAS LINE THRU BLACK a•.r r pua o o sr Ia�ae wwr Q"e r. L er onlR6 PmTlm W Pam" w PROM= wROVY. lab s GARAGE DOOR JAMBS D1 SCALE: I I/1'■I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER 50 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER -330 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905.0 ON J' 0.88. 2x PER STRUCTURAL DETAILS OVER ■30 FELT PAPER OR OVER ■30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR p CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION RW5.0 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON O.S.B. SHEATHING FASTENER SCHEDULE RW5.1.1 ON I}' O.S.B. PER SECTION TDJJHING OR }' CDX PLYWOOD PER STRUCTURAL DESTIFFBACK AT ALL TAILS PLYWOOD TS PPLSECURED PER EATHNG OR 11 COX ON I}' OO.S.B. SHEATHING /S' GYPSIN1 BOARD OR J' COX PLYWOOD OR 1/2' 14OW SECURED PER I'-0' I'-®• SECURED PER STRENGTH CLG FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE PRE �� ox ox �• DRIP EDGE LAAAAN STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS T ELEVATION SEE ENERGY CODE FORMS F/ CONT. 2x RAT RUN SECURED PER PRE-� INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT FOR MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE MSULSEE EArT�ION R-CLUES PER ELEVATION PRE Ems+ GABLE TRUSS PRE-ENG LADLE TRUSS m' WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYR 2x FASCIA PER ELEVATIONS pyl. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIG44 STRENGTH CL.G. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATION R-4.1 INSULATION In' THICK, 2 COAT REFERENCE WINDOW STRUCTURAL MAMPACATTACHMENT ATITUFW96 SPECIFIC ITION PORT APPLIED CEMENT DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O:G. Ix2 In' THICK, 2 COAT PORTLAND P.T. FURRING STRIPS RI O.C. 1/2- THICK, 2 COAT PORTLAND E• cm CEMENT PLASTER APPLIED In' THICK, 2 COAT IR' GYP. ILL. BD. CEMENT PLASTER APPLIED 1/2' GYP. WL, BD. DIRECTLY TO MASONRY PORTLAND CEMENT DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED WOOD BASE cm DIRECTLY TO MASONRY 0'-0' FIN. FLRIL 0'-0' FIN. FLR 0'-0' FIN. FLR 0'-0' FIN. FLR •e W/ WINDOW OPENING B TYP. WALL SECTION . W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION S05.1.1 - FOR ROOF 4 l—STORY HIP BLOCK WALL (2)OLAYERiUNDERLAYMENT SYSTEM (MI —STORY GABLE BLOCK WALL D1 SCALE, 9/4'•i'-m' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'-P-01 OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It ASTM D 4869 TYPE Iv, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoMpgroup.com AA k: 0003325 me aysEl ac Loa': ABBOTT PARK LOT #14 BLK #7 PROJECT# 04181.000-14071 MODMIA 4EBB "1828—CALI" GAP-40Z 91FMO: LEFT PAOX: DETAILS 160 MPH EXP. C V�./ AR NO si 3, DATZ: 06/09/20 aCALE: 1/4"=1'-0" a1ma'T 114. D1 TOP. I2X6 w ( P.T. VJ-D OF DOOR OLT WADER SECURED Iw 4' MIN. EMMOVIENT UV 2- x 2' x VS' WAGWR 4 M!T OR sV (2) N' X S' ANCHOR BOLTS UV 2'X2'XUS'UWMER4NUT m 46ECUPE 2.4 ON RAT TO OLK m W MASOPRY NAILS. 2ki WPAW DOOR 6OK I =MW UV eb) N' X S' J-DOLT OR ANCHOR m BOLTS. IW 4' MN. EMOEDPE9NT, t 2' 2' X VS' UUSHO! 4 NI1T. (1) WITHIN S• OF TOP. (1)WTHN S• OF T14E 81M. (3) EVENLY !PACED. m m so m NOTES: ALL ANCHORS SHALL BE N ACCOIdANCE TO M~ACTLMWS MULLATION MTRUCTIONS WHERE aL=M IMtUJCT:e*A Ai Hl STmd6ENT GARAGE DOOR t BUCK ATTACHMENT Ly I'X4. OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE THRJ FRAME 4 EXTEND I-Y4 INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -Yi WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLACK +3 4 OR +8 4 SCALE, N.T.S. 2X4: m SECURE TO BLOCK W/ Va- TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IS' = MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-11(s' TAPCONS(MIR SSAW, SIZE 145 MIN. HEAD SIZEWDO MIN. EMBEDMENT I Y4) WITHIN B' OF EACH ENDIt e' cm IB' OTC. MAX SPACING.)S' DRYWALL 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/l7CIT=TACH CASING TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi) TO 2X PER WITHIN 8' OF EACH ENDMANUFACTURES DETAILS. IS.orMAX SPA_W 2X4m SECURE TO CLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MAT BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/1-V&' NON-STRUCTURAL 2)(s' TAPCONS TAPCCN MIN. 1 Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. X4' OR 1'X2' P.T. NAILER 2X8as a SECURE TO BLOCK W/2-%, )W OAS. X 4' MIN. TAPGONS (MEd. SHANK SIZE .145 DOOR GAGING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-15Qp* C BLOC +1- 8 i ALE: KTA. 2X4:m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SEt.URE TO BLOCK WR-Vo' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. IY4 MIN. SHANK SIZE J45 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 S. CMtJ WITHIN 8' OF EACH END 4 Jf' DRYWALL 18' Or -MAX SPACING ❑ 1'X4' OR I'X2• P.T. NAILER 2X8m SECURE TO BLOCK W12-Wo' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) 14 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' Or- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLOCK +2 1��} @v1 T(LND07/ TO BLOCK +1-1/9" r T% T nmw TO BLACK +2 1%4 " " SC:ALE, KT u ALE. KT . 2X4m SECURES TO BLOCK W/ 1)Ls' TAPGON (MIN. SHANK SIZE J45 MIN. 14EAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 �, STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TOBLOCK W/? V.:NON-STRUCTURAL TAPCC)NS TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cmu MIN. EMBEDMENT IYi) DRYWALL WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. ❑ •X4' OR I'X2' P.T. NAILER 2XSHmo SECURE TO BLOCK W/2-14' DOOR CASING ((MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX 8PACINaL MANUFACTURES DETAILS. ltl14Y MNii wP JA%( wmcmp)i) DOOR JAMB TO BLACK +3" E AL : N.Ts. 2X4m SECURE TO BLOCK W/ �(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE= STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-Va- NON-STRUCTURAL 34' TAPCONS(MIN. SHANK SIZE TAPCON MIN I-Yl 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• GMLI WITHIN 8' OF EACH END 4 K• DRYWALL Or- MAX SPACING. Xm I'X4' OR I'X2' P.T. NAILER SECURE SURE TO BW/ LOCK 2X SECURE TO TAPCONS(MIN. SHANK SIZE SIZE' STRUCTURAL MEMBER 145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW W O.G. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" 'r F SCALE. N.Tb. 2X4m SECURE TO BLOCK W/Y4' TAPCCNS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING, SECURED THROUGH 2X6ms NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-), TAPCONSMIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XDa SECURE TO BLOCK WA-1/4' 36' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 11p16 NI N 1®p M ILlit JYftlW 11DI OCfpli•J DOOR JAMB TO BLACK +3-7/18" ir•� WOMW TO BLOCK +3-7/18' " SCALE: N.T.B. 2X4m SECURE TO BLOCK WNW TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X(pm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 1%6' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT IY4) 8' CIMu WITHIN 8' OF EACH END 4 V DRYWALL 18. O.C. MAX SPACING. Q I'X4' OR DO* P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' P.T. X 4' MIN TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OJZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" ENDOW TO BLOCK +3 3/ 4" H SCALE: KT.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,5078 FAX 407-7744078 wwwabdosigngroup.com L AA #: 0003325 m74 F C iQ mmv aXMDiv k LID ABBOTT PARK LOT #14 BLK #7 PROJLl+CT# 04181.000-14071 MODEL4 4EBB "1828-CALI" GARAGID 9wir7G: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CAS7CRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6Lh EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORI DABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdeelgngroupxom L AA 8: 0003325 c b c i§s sunD:v. as EAT,. ABBOTT PARK LOT #14 BLK #7 P'n1aMmill-14071 1[ODlait 4EBB "1828-CALL" OAllAOM 9MMO: LEFT PAGO PRODUCT APPROVAL LISTING 160 MPH EXP. C D 06/09/20 :MAIM 1/4"=1'-0" slmm" D3 KOM, APPROVED BUILDING; URAP PIEFOItMED CONTROL JOINT PLMGE OP CONTROL JOINTS Td BE WR@D TIED TO LATH • 1• = MAX (VoWA Nam, DO NOT POTION CONTROL JOINT TO WALL EVEN P li EX16TS BEYOND EXCEPT STAPLES IY/ SEC CON LLJJ� . DURING INSTALLATION —� PMTENIERS TO BE SPACEp� • T• OG. MAX VERTICALLY / LAIN SMALL NO BE CONTINUOUS J' TMIM MTER3 COAT CSIMUNT RM LAYER 4, POffrFlMR BWLDINIL PAPER APPROVED METAL LATH PMTENED •T' (VERY, O.C. MAX AT SUPPORTS GM LAYER �. STUCCO WUAF WOOD GEATNIN S 7MMOZZAAAAAMM ON I rZZMEMOZZ1111101 Lyll W4.4 10 M TNROU6M JOINTS BUT BE STOPPED M TIED AT EACN SIDE. PER MTn CI063 2)t4 Imil. PLACED FLAT MAX 6' TO W \ FROM CONTROL JOINT WEN CONTROL JOINT FALLS ON ! STRUCTURAL Stub LL PA67 ERb FOR LATH TO M NAILS OR -•� i 6TAPLE6 IN COMPLIANCE W/ M7M CI063 r 2. WIRE TIES TO SE (NO. 0) 004161 WRE— A BLOCKM 6MOIN MAY BE N ADDITIONy \ TO WALL SIDS R.GLMWD PER ILAN / Ol N0.D N•1W • M. A OL te7LD teW.leD . MLA L CIMA4E . M.6 & CUMIN . M. C OLN0.D NWIO •MLA N. neEAu • M. s .CLD a ® L P0.D NMItC • M. A T. C118A4a • M.6 3etwS.M.e a twa M. a Gee M. • iLL M. C TOIIpN 60Rp,R.NN. 46 r 0 .DM�Nt L NWT= TI9NT WAL TOLD. pQ mmov. K 3 COAT O9'0NT Se ORB!{ w f COAT 4YM 7. IrORTFBLR NS PAPERf1"" ONLY) 4. D ~epmAI•E ONLY) w ltiCP � NW —mum on .xT6•Qe cm 46 NMLL taA6Mhs a SHALL OE LAPPED A MINMUM OF 4•x4• SELF-ADNERM6 MEMBRANE L 6' • VERTICAL LAPS (ROLL FLASHMO (COMPATIBLE YV MOUSE 7� ENDS) M 6' • HORIZONTAL LAPS. u~ MATERIAL) OVER Al SEAMS NEED TO BQ TAPED LATH VERTICAL LAP TO M I' APPROVED MOUSE yE4e,P, 111TN PORTBER SHEATHING TAPE \ PLASHING TO E]eTBO OMo tMPE / � 1' OR LESS PIPE / \ PENETRATION VMn IJP•MLun+ \\ N( X X X ' X X X CUT AND OVERLAP ONE SIDE OF METAL LATH SELP-ADMRNS MEMBRANE IT FLASHMO Ct�p p Wm LATER -L I �' TNIQC 3 COAT CEMENT STEP 61 STUCCO u1rAP I PLMTM • nes �,veR L.et • w r METAL LATH Wm LATER •J, PORTIFIDER / I U1YD LAYER •2, FORTPIBER DUILDN6 PAPER BUILDING PAPER W M LATER ti \ � i / STUCCO U1R4P fr I INSTALL PMTEMM (CLIPS, UIOOD WEAT14Mb STRAPS, STAPLES) AS lEGM= TO SECURE PIPE/ WIRE TO PRAMMG Q KIC KO UT DETAIL 6M.4 TItfNT MAIL (..MD ole F MgLpl6 tw sror art) SQQe WTA1L tUexDur WILL AT 6OTT011 p 14DO. e YYLi. MMYECTIR6 GIVE OF METAL FLASTER BASES SMALL BE SECURED TO REAMING MEMBERS. THEY 64ALL M TIED BENEEN SUPPORTS, WT1400416-IN. (121-1" WRE AT INTERVALS NOT MOTE TWW 11 (221•MM). MMRMTMC1013 IAL POR REPAIR OF TEARS IN WPM LAYERS, TEAM MAY BE PATO4W WA40M W WP TAPE PER MANIP aFEG OR PEEL 1 STICK 6EATMMO STUCCO Mae WOOD SHEATHING OR CMU WREI LAYER "I, STUCCO WRAP (FRAME ONLY) T THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z W GALV. METAL FLASHING z AIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6 4• CUT AND OVERLAP ONE SIDE OF FL�AIIM�Nr•�� UM LATER 7, POPtTFOM SWLOMS PAPER METAL LAIN 6Sr6' WAY-ADNERW6 MEMBRANE R AS14M OVSR 4'x4' SELF-ADNEIOVO MEMBRANE 4k4'SELP-ADHERING MEMBRANE PLAS" OVER APPROVED MOUSE WRAP. PLASMAS ro Nnerdo oNrO PIPE W CONT. BEAD OP SEALANT INSTALL APPROVED HOUSEURAP AR INFLTRATION BARRIER OVER aN6ATNN0 BLA610tiMOC COATING OVER STUCCO/ C.V. FWaM (SEE TYP UA.L SECTION) LCir.CTIOr� � PER 3ECTION W.7 �� Exterior uee oI porb W cement plaster 0.0 —.1 wNh It* gVilmtlon regWremenfs of ASTM C 92&12A. IneteAetlon of exterior Ietltln9 erM Iramin9 shell y xMh AST. C if18312A DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER------- — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — a NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-84i-09, MIN. 2.5 L55- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) "41 1RONALD REAGAN BLVD, LONGYJOOD,FL32750 PH: 407-774-6078 FAX 407-7144078 www.abdosigngroup.com AA N: 0003325 74 X O im a BUDDIV. so LOT ABBOTT PARK LOT #14 BLK #7 1paoj=T# 04181.000-14071 MODEL& 4EBB "1828—CALI" GARAGE a1►INO: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH C BACKER ROD BACKER ROD WRB LAYER 9, AT1Yla u1RAP INSTALL 6' SELF-ADHERMG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. SEQUENCE OF PLASHING TO BE: 1. BOTTOM. A SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AB 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 Al. DES, YW CAULKING • JOINT PER SECTION R703.7 Exterior kdht g ndg Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. `— HOODED VENT J' THICK, 9 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIDER BUILDNG PAPER WOOD 814EATWNG DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MAMP. SPEC BUILDING PAPER UNDER `QUICK FLA A VENT PENETRATION SCALE= NT.B. ELEC. METEF VERIFY LO f+Icc.'-� i v Icc�.c i rc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I '—ELEC. METER FIELD VERIFY LOCATION -APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM """"' "" "" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :�O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUPAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SLOW TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 6m MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERBECTIC WOOD 8HEATHING WRB LAYER M, 6TUC40 WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRICTURAL MEMDER • T' OG. MAX Y, TO lE' MIDMID�yLty,LL W WIDE 611WP SELF ADHESIVE PLASHING, CLEAN MASONRY BEPOI@ APFLYMG ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 7, STUCCO WRAP 477 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP 02 WRISSTUCCO LAYER STUCCO WRAP APPLY bm MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 1WSELF- ADHERING MBRANE FLASHING ® I �- WRB LAYER'1, FORTIFIBER BUILDING PAPER STEP #4 ELA O COATINGTNG OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-774.4078 www.abdwigngroup.com AA #: 0003328 I �_ 7 1 F �o F . NT PARK #14 #7 #00-14071 BB -CALI" S�►ING: FT LL MBLY DETAILS 160 MPH . C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACINCs ®l' CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaalgngroup.com L AA N: 0003328 la! Y 6 b b StMDIV. 4e LOT: ABBOTT PARK LOT #14 BLK #7 PROJECT 04181.000 14071 MODEIe 4EBB "1828-CALM" GARAGE BMWO: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH IV. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO _/ • %//////////// -ADHESIVE FLASHING — — — — \F— o 'oro�Tw:crlaW W OOD SHEATHNG WEATHER RESISTNE BARRIER -1 I-WF.eiSTIVE DDARMEER i Xx T YRENiLlp SIDNG / W SELF-ADHERNG PLA614M \ 1 G \ \ '„ ^ STARTER STRIP I � \ W WA P-ADWRNG WEATHER RESISTIVE DARNER 9 .WEATHER RESISTIVE DARRRR a GALV'D PETAL W PLASHNG WALarshm wo TRIM P'RNIWR CAGM / WiDODSTR A mar,& At dAP i OR APPROVED A ANT ,:eaen SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407.7744078 www.abdesigngroup.com AA 8: 0003325 174 1{L Up2 � r FF m OUNDIV. S. LOT: ABBOTT PARK LOT #14 BLK #7 PROJECT/ 04181.000-14071 MODELA 4EBB "1828-CAU" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C \ 2xh SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ 1� 1/8' TEXTURED FINISH m WOOD I �� 1/2' TEXTURED FINISH w CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, i' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) METAL FASCIA WRAP 2X6 eue MANDJ - tl ©FLAN 8 �\ NOTE: NOTCH FOR 2X(v SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL GOT INTO STUCCO) — -1/8' TEXTURED FINISH m WOOD, 1/2' TEXTURED FINISH s CMU 2x& SUB -BAND W/I'x4' NOTCH o t END, WRAPPED IN PEEL 4 STICK ® L �//4 I ION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH WRB LAYER h, STUCCO WRAP (FRAME ONLY) WR® LAYER 92, FORTIFISER 5UILDNG PAPER (MV.41"E ONLY) ROOFING CEMENT EDGE - WJCK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND UJM'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x \x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x xx x x 'G7��Ax _ .. .. . SUB BAND DETAIL ® WALL W/KICK—OUT �ME OR CMU T 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/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32780 PN: 407-7746078 FAX: 407-7744078 wwwsbdeslgngroup.00m AA #: 0003325 o b 0 IA uBlIDIv. & roar. BBOTT PARK LOT #14 BLK #7 Pnon=TN 04181.000-14071 MODEU 4EBB "1828—CALI" GAIR"M BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH W. co, n 39'-B" 28'-8" 3'4" 16-10" W-6" 9'-8" ,4" Y-6" 36'-2" F SLAB LE - 1 - - - - FM-12X12 --- � - - - - - FM-12X18 - 4" CONC. LLI SLAB $�1 F-24X24*31/2 J a r _ 101-0" 10 1.1 ` — EXTEND FM-12X18 v�, /'4" PVC SLAB 1 1/2" 111 I ;'• / CHASE �-C I T TOPOF SLAB 1� \` I 151-8" 5'-0" 19'-0" TE•1 •1 • 4-5 112 1 1 4' 1T-1" 2'-8" T-0" 5 I I 2 I� IN I EXTEND - I 2 1.1 SLAB 11/2" 1 -- 4" CONC m FM•12X18 m .� I$ Ix w SLAB 1 3,•4. I (y 0• 4-31/2 -7 1/2I 2 LL b 1.1 FMG12X18 FM-12X18 FMC-1 18 L 1.1 FM-12X18 1' J 0 4 4 1.1 1.1 P'-8" 2'-8. 4'4' Y-10" 10'-2" 21'4" 14'-0" 39'-B" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-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 V2"-FELT PAPER ATTHE-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.OINDICATED #5 BAR, GINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING 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: Fm = 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS Bx6 W1.4zW1,4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG LAN --77W FM-12x12 12" CONTINUOUS 12" - s FM-12x18 12" CONTINUOUS 18" - (2)#5's (+0'-0" FM-16z18 18' CONTINUOUS 18" Ps + "-w FMC-12x18 12" CONTINUOUS IF - s #51N U B VARIES 4" s 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH:407-774,6078 FAX 407-7744078 wwwAbdosigngroup.com #-.0003328 .. I rr 1 � 7 A b b aLJHDIV. 89 LIS . ABBOTT PARK LOT #14 BLK #7 PROJECT* 04181.000-14071 MODEIA 4EBB "1828-CALI" awRwaE a�ta: LEFT PAt3E: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY e MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED � d 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 1 a .-. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS p,-. O r SPACING REQUIREMENTS' p P•• ._ G a w _ u— ,�� • " GARAGE DOOR RECESS O FM t O 0' w z O•II 8" CMU WALL O 8" CMU WALL . I I , . CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH W III B+ = - �O - 0'-0" ° 0 WAY CHANGES IN w O to . --- +- 0'-0• - -- - TOP OF5 -- +- - --- --- TOP Of SLAB AT ALL DIRECTIONS >. __ SO THAT THE_S_T_EEL REINF. IS CONTINUOUS - _-- - . . „ :. ,, . .. - MATCHAMOUNT OF CONTINUOUS BAR (� ° OU CONTINU S CURB FOR • EXT. PORCH SLAB ',_° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1STORY) #3 18" EXT.PORCHSLAB - ARIE SEE SLAB SCHEDULE TOP OF GARAGE Il4 Ig '- o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE=p. I•I'v�..EN MASONRY UNITS SET AT ELEV: W/ I' 6" CHAMFER (2-STORY) W/ 1/2" ISOLATION 4' CHAMFER(1STOR 01.0" JOINT (WHERE • • APPLICABLE) Z #4 pq^ SEE SCHEDULE #6 30" JOINT APPLICABLE) 6"CHAMFER (2STORY) •r� , a EE SCHEDULE NSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE 36" FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 314"=1'-T 2 SOAK 34"=''� CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'•0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN, OF 48" --�.�y LAP TOP PLATE A MIN. OF 48" —may AND NAIL W116d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w w Q aa 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE 2'CAPPED j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl2- PART C g SPACING. SINGLE BTM. PLATE 12"x0•' WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE {$ BASE a EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO -i 8% UNO PLATE EPDXY 6.12" EMBED. MIN, Q 16" OC SLAB W/10d MASONRY q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 18" OIC STAGGERED. [y = SPECIFICATIONS FOR U1 BTM AND TOP PLATE ADDITIONAL METAL USE AND ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO I I=- PREPARATION OF COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB WI(4) 1/4" X 2 1/4" HOLE. w of N HOLES, DO NOT USE 10d w W UPLIFT IS PRESENT. TAPCONS x 3" I SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q �QQQo a a TOP OF SLAB TOP OF SLAB 4•' CHAMFER (I STORY) •, 6" CHAMFER (2-STORY) a.�- �- ' .4__- —a r— •: :•, n' • at ' EQ. EQ. EE SCHEDULE EQ. EQ._--SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND MR QUANTITY SCALE: 3l4 =,'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL .INTERIOR CURB FOUNDATION WOOD WALL 6 , scALE: 3/a'•=r-a' (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE �y O r BTM. PLATE TO BE PT. SECURE BT. PLATE TO C. PROVIDE DBL. TOP PLATE SLAB Mod MASONRY NAIL w 16" 0. STAGGERED. ADDITIONAL METAL O C CONNECTORS NOT x V) O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. b Z +- 0'-0" �• POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE N.• 2X WALL FRAMING .Ia SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5' +-0'-0" Z Z - o MINIMUM EMBEDMENT INTO TOP OF SLABa • "ISOLATED" COLUMN PAp GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX e • POURED MONOLITHICALLY WITH • ' • FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE T . FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL A„ FOOTING AND COL. PAD BLOCK WALL CONNECTION SGALE: 3/4"=V-0" (NO UPLIFT) "' SCALE: 3/4"=V-0" SCALE: 3/4"=1,-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA # 0003325 - GRo l9LTBI)m ad LOT: ABBOTT PARK LOT # 14 BLK #7 PROJECT* 04181.000-14071 MOnMIa 4EBB "1828-CALM" GAP -AGE 81rWO: LEFT PAGE: DETAILS 160 NPH C a TE os/oa/zo SCAM 1/4"=1'-O" etiEET S1.1A DOWEL PLAN SCALE: 1/4" = T-0" 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 wwwAbdesigngrouµcom -- AAM:00@3325 - � r 174 b y 4 O i0 I-BtMDM & LOT ABBOTT PARK LOT #14 BLK #7 PItoiRCT* 04181.000-14071 MODE .: 4EBB "1828-CALL" GARA0a BWn4G: LEFT PAGL': DOWEL PLAN 160 MPH EXP. C E/09/20 4"=1'-0" 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10•• HOOK GROUTED BONG BEAM VARIES — Z O CLEAN OUT REQUIRED Q FOR INSPECTION o] 0'-0" FIN. FLR. n TIE RTICAL REBAR q TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. u��11II��'''' Z LL U #3 18" #4 24" #5 30" #6 #7 '3 42" HORIZONTAUVERTICAL REINFORCING SCALE: 34'=V-0" CELLSEE IN GROUTED CELL SEE PLAN FORR SIZE AND SPACIPLANF NG REQUIREMENTS U 0 N Z 8" CMU WALL TOP OF SLAB q TOP OF SLAB �aSEE SLAB SCHEDULE SLAB SCHEDULE Z l�u q• BAR SIZE 48 BAR DIA. > EXT. PO' RCH SLAB 4" CHAMFER (1STORY) #3 18" JOINT6" CHAMFER (2STORY) (WHERE #4 24" APPLICABLE) iw MATCH STEEL #5 1. 8"PVC CHASE REINFORCEMENT #5 38" PER SCHEDULE 6'• PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE , THRU FOOTING SCALE: 3/4"=V-0" #5 BARS Ell m 1'•0" ■ 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONAD LONGWO PH: 407Ljir�]- 4A eUBDIV. as w . ABBOTT PARK LOT #14 BLK #7 PROJECT* 04181.000-14071 MODMIA 4EBB "1828-CALM" GARAaa BMWO: LEFT PAGM: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 PBS36, .17T"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE gaaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 (Psl) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 6x6 (1)#5 N/A GROUTEOSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �/IENi/M1B SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °VO V4r (42) PRECAST 2231 4'd (41M PRECAST ISIS 4'4r (64') PRECAST 1611 64- (64') PRECAST 1217 F-10' CM PRECAST 1002 Sd (M PRECAST 166 Td (ee9 PRECAST 743 14' (112') PRECAST 554 ,Cfi (12n PRECAST 475 114' (136-) PRECAST 362 12d (144-) PRECAST 337 134E (16n PRECAST 296 14'd (10" PRECAST 279 14'd (1M PRE87RE58® N.R. IF-e (184') PRESTRESSED N.R. 74- Wn PRE N.R. 111`4' 0M PRESTRESSED N.R. 214E 06e71 PRESTRESSED N.R. 224r Pill PRESTRESSED NR 24'd — PREFFRES ED N O��ODOm O��mmmm omoomov O��mmOm m�m0000 O��0m�0 m®�m�00 omomo�r �m000mo 0mm0��0 0�m0��Q1 OD®DODO 0�mma00 oomm000 o©momov O�D��DE ©��0000 ©��mmm0 00�0000 DD0m000 0��■vD0D 00�0�00 Dodo®mm ���00m0 ©©©©000 'R'I m I 144 1 by 1 04 1 141 I 104¢ I 0a4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROMSAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDmON -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAC'TURIES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `/1e1F6M18 I SAFE LOAD - POUNDS PER LINEAR FOOT V-S' (42') PRECAST 1025 1024 15M 3'd (42') PRECAST 4'4r (41n PRECAST 786 783 1300 04r (46') PRECAST 4'd (64') PRECAST 602 611 1073 C-r (54') PRECAST V4' (641 PRECAST 411 411 745 64' (541 PRECAST 5-17 ('10') PRECAST 340 330 616 8-10' (m PRECAST Sd (In PRECAST W7 721 490 f-r (T6') PRECAST rd Mn PRECAST 424 SM 9B3 rd Mn PRECAST W-C (112) PRECAST = 612 210 f-e (112") PRECAST IV- (126') PRECAST 284 401 100 lad (12n PRECAST 114- (136) PRECAST 2M 452 154 114' (13n PRECAST 12'4r (144') PRECAST 244 402 137 12d (144') PRECAST 134E (ISM PRECAST 217 324 110 184E (16n PRECAST 1P4r (168) PRECAST 205 293 100 14'd (1811 PRECAST 14'4r (17W) PRESTRESSED N.R. 204 e1 14'd om PRESIAE88® 1Sd (164') PRESTRESSM NR 259 a3 IS-C (184') PREBTRESSM lyd R0a9 PRESTREIIIIIED N.R. 194 64 lrw mn PRE 114E Mn PRE N.R. 148 62 IVW VM PRESIRENED 21'-4' Mill PREFIRE88IS) NA 125 42 21'W 9M PRESTRESSED 2r4r 064"11 PRE AIR 110 40 224r (284') PFEFMESM W-W Mn PRE81R0SED N.R. 61 33 24'd Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTTERS TO LEFT OR EXCEED VA A EB STATED ABOVE -PROVIDE L OW",r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 1"126.03 a--- - w-ww-a 4"—w------ 9—mm—mmm—mmd LIFT BEAM PLAN SCALE: 1/4" = l'-O" 3441 N. RONALD REAGAN BLVD. L0NGW00D,FL32750 PH: 407-774.6078 FAX- 407-774-0078 www.abdosigngroup.com AA #: 0003325 rr� I SEEN i y a 4 b b fl aag 6 avaD:v Ale LOT: 14 ABBOTT PARK LOT #14 BLK #7 PROJECTi 04181.000-14071 MODEL: 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BT..7 CORNER &aREEILNEFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND SEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND �Cd AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYR 89d8"S. io Qll COURSE LD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM TTED AND A LINTELS PLACED. THE E WITH A LINTEL THE BOTTOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE +#`' TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x+8 DBL. BOND TOP OF / Q�E BEAM W/ (i) #5 BAR BOND BEAM EACH COURSE O 8x8 BOND BEAM TOP OF • ��GN\� W/ (1) #5 BAR '.y BOND BEAM W/ GROUT f = UNFILFILLELED N U =UNFILLED GROUT SOLID FROM TOP BOND OF OPENING .p1\0 NOMINAL LINTEL TO TOP LINTEL WIDTH # OF #5'S, IN 2ND BOND BEAM, If FILLED LINTEL. BEAM COURSE SEE NOTE 5 �A \a rGQ 16-1 T/ 1 / B 8x8 PRE -CAST CONCRETE pr EF�� NOMINAL LINTEL LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/1 MVOB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE: 3l4"=+'0 AND xFXX- 1TNMroB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-1T11MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 20 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHNK SI.145 MIN HEAD WINDOW SIZEA 00 MW EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/+6 TAPCON . 31/4" PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .00 SILL MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD D BLOCKING SIZE .300 MIN EMBEDMENT 1T7116'OSS 1/4-) 8" FROM EACH END ANDEATHING W/ 18" O.C. MAX. MIN 1-1/4"LK. EA. END EMBEDMENT HINc TYPICAL MASONRY WINDOW OSILL CONSTRUCTION 4 scALE: + 1n•=r-o" ARCHWAY FRAMING DETAILS 5 r SINGLE #5 CORNER BAR, 30x0 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL82750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 rr Y ((�� +gam y C b to 8UDDIV. S. LOT ABBOTT PARK LOT #14 BLK #7 PROJECT 04181.000-14071 MODEL: 4EBB "1828-CALI" GARAGE 8WWO: LEFT PROM DETAILS %160 MPH EXP. C DAM 06/09/20 SCALE: 1/4"=1'-0" SKEET kk s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, 177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I 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. L 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16 COMMON NAILS &SECURE TO BM. W// ' c3 o 3 SIMPSON LTA2 USED TO BRACE TOP OF WALL. I' � Imo'-� �,�•� __._--- i,\ I ►._/ 11 ATTACH 4'-0* LONG 2x CAB TO m , 1 1 1 1 1 1 1 0 �s �o FRAMING PLAN SCALE: 1/4" = V-0" 3A WIS 144i N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.wm 1 AA 8: 0003325 o b aUDDiv & r.07" ABBOTT PARK LOT #14 BLK #7 PROJECT#I 04181.000-14071 MODEX.: 4EBB "1828-CAU" GARAGE aWDM: LEFT PAGE: FRAMING PLAN 160 H EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE. ® 24" O/C, SUBMIT SHOP "ROOFMALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{t) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W TO B{2) SIMPSON NETA16 TRUSS ANCHOR WITH "ROORWALLIFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2 114" (4)1/ "x SHEATHING 18d z T NAILS TO TRUSS (9) 10dx 1 NAILS TO MAY ADDED 8" x 4'-0NAILS, _ TITEN 2 ANCHORS TO FASTENER SCHEDULE" DS DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GIRDS R W! 10d NAILS, 2 ROWS, 3" W/ O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 2" z 4", (16) 10d x 3 1"NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS 6', 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) i8d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TOTITEN WITH SIMPSON LGT D GIRDER TRUSS AND (4)1/4" x 2 1/4" 2 TO CONTINUOUS BOND BEAM ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TO (12) SDS WITH (4) �" x 5"TITEN HD TO CMU AND (12) SDS N CONT POUREDRS L LINTEL SEE ARCHITECTURAL i" x 2 }" TO GIRDER 2x SECURED WI (3), 6d GALV. COMMON NAILS. ENGINEERED WOOD B{T) SIMPSON FGTR GIRDER TIEDOWN WITH W SECURED W/ 10d TRUSSES Q 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2H }" z 5"f ITEN HD TO CMU AND (TB) SDS }" x 3" Ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12.0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 SCAL : _ •0 GIRDER CONNECTOR(S) 2a 2b 2Ci = SCALE:34"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10tlx1/2 HOG NAILS 0'-0" TO 30'-0" (1) "JC' BRACE SEAMS) @ EACH END. TOTAL OF 10 30-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE PER LEVATION (I 'W' BRACE @ CENTER / 1 DIA. TO BLK WI FLOOR (2) "X" BRACE DIVIDED EQUALLY BOLT ANCHOR BOLT W/ GIRDER B'-0" MAX /1X4 (W � FROM CENTER TO END. WASHER SET IN HIGH HIGH R 10--W MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. R ELEVATION 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PO.TC. PLATE WI 12d's 8" STIFFBACK (AS PER 5/8" GYPSUM BOARD OR 1/2" HIGH in- PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED WI STRENGTH CLG. BOARD NOT BE(2) tOd'a EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) YMAY ya N r REQUIRED TO BE INSTALLED 16d TOENAILS O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 518" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING "'" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT, PROVIDE OBL. TOP PLATE PROVIDE BLOCKING a. 1/2" GYP. WL. BD. " . 1x4 BTM. CHORD BRACING 6'-0" O/C ENO WALL OR OTHER "- MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF °• 8 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE: 3/4"=V-0" NV GIRDEROOD POST CONNECTIONS 6 scALE: as"=1'-0" 5 SCALE: 3l4„=,,-0'• FLOOR TRUSS CONNECTION @ L.B.W. -► SCALE:3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH IWO �°/y HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE -5I8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USEDNOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS LIMITS 8 SCALE: 1 9 10 - SCALE:34"=1'-0" 1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.00m AA #: 0003325 r b b BUBDM 416 LOT: ABBOTT PARK LOT #14 BLK #7 PltOJEOT# 04181.000-14071 MODEL1 4EBB "1828—CALI" GARAGE SWING. LEFT PAGE: DETAILS 160 MPH W. C : VTCR SPACING (1) AT EACH END r 2xH BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SVP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE �Y u�rt•ti 30A" TO 601-0 (3)'X' BRACE PRE-ENG GABLE TRUSS Yti (1)'0C BRACE 6 CENTER "X" (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) � Ilal I OI PLYWOOD SHEATHING, SEE U "ROOF/WALL/FLOOR \ SHEATHING FASTENER SCHEDULE" � SEE TYP. TRUSS CONNECTOR DETAtL FOR STRAPPING INFO. fN SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @. 24" O/C, W SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. � W/HIP RETURN �A`E 3'4"=1'�" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD - SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2K8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED @ 19-9- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaWgroup.com L AAt..0003325 b rlilt: V au8DIV. ae w . ABBOTT PARK LOT #14 BLK #7 PROJ=CT# 04181.000-14071 moDmu 4EBB "1828-CALL" GARAGE EWING: LEFT PAGE: DETAILS 160 PH EXP. aA NO DAM 06/09/20 aCAMI: 1/4"=1'-0" aSE=T S3.1B r 4\ GABLE-EW kw ROOF WIND DESIGN PRESSURES NET(GROSS) ME 710 ZONE 1 = 23.79 PSF (33.79, ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4' -W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. $18 COX 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 @j 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DNA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0,12D" 170,000 RING6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 IQ" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION ([SANTA) ESR-1639 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP B BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 9' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. V J zW Z cl W 2 0 Q U �O z 0' 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z9 � w � LL � to N O � 6 ZYZ z _ � y K z E. S J z UJ W 0W z = U CD -v z IY nm TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFT=E.R ORTRUSS-` mmm o s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FDR GABLE END FRA NIG 8d RING SHANK GUN NAILS ' 6" O.C. IN FIELD H (. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS ® 12- O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS C 12" 0.&.jN FIELD J\ TYP. 3/4° TBG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33. MAXIMUM AGGREGATE SDE SWILL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 861 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS :ILLS, 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 649L CONTINUOUS POLYETHYLENE VAPOR BARRER MEMBRANE UNDER ALL S1A88-0N GROUND WHERE INDICATED ON ELASTICITY PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 DAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W 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, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING. SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR "BY REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENING S THE NFTRUSS DESIGNS SHALL SIGNED AND SEALED BY A 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: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM 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 A815 MEETING THE REQUIREMENTS OF ASTM M46 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN 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/WTCA SCSI 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 -mn-mncurrer4 TYP. MIN LAPS SHALL BE AS FOLLOWS: R4 BAR - 25" 98 BAR - Sir WOOD TRUSSES. 10 P9 BTM CHORD-rKxHWOwnrvt p5 BAR - 30" 47 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" 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. 18 psf TOP CHORD 20 pef TOP CHORD 17 pet ASPHALT SHINGLES) psf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef B 5 psf BTM CHORD BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf 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 40 pd WIND: DEAD LOAD SPEED=17) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC Q RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER 13 RESPONSIBLE FOR FINAL BIT STUREORAGE: UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC WITEXPHOUT LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH 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: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef 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" (ACI 5301 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 CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED ENGINEER. ONO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE tm = 150D PSI. BLOCK SHALL BE PLACED USING LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR AND CLADDING WIND PRESSURES. LOAD DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM Cd76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 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 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING TYPE "MY OR *S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98S OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S H-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SMALL COMPLY WITH ALL THE REQURBENTS OF ACI 301 AND ASTM C940R MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TILE ALLOWED FROM MENWMTER IS ADDEDTO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COWUAN CE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATDNS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR I16AND SMALLER Y FOR Ce AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Y4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 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 ASS, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B. Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B. TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MPLICATgN 9� TYPE SPACM REAIAHC9 APPLIGTIDN S. ITYPE 9PACNdG RE- 1,2 K FIJI— TO CASE HARDENED Do, GARAGE DOOR BACK IM'DI,A, TAPCON MASOMY 11?EMBED., d'END DIET„ MASONRVI WIC. NAILii?LONG, sOIC TO IMSCNRYICgVC, NO WASHER FASTENER a° 1112'EOGE DIET. 9G0. AL. EXT. DOORS CASE HARDENED COX S' CIC WINDOWIDOOR/ FASTENED GMAGE DOOR BUCK 1?DNA. WJ E%PANSpN Bq.T 2Y OIC d" ERASED., Y ENO DL9i., Ia PT,SEENOTE6 NAILII LONG. eTAGGERED INTO MA90NRVICONC. TO MASpIRYIWNC. WASHER TEWEDpT. wNWwaua CASE HARDENEGWx roro WWWwmoa1 FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING ,a PT, 9EE NOTES NAIL 11?LONG. STAGGERED INro MA90NKY/LVNC. MABONRYI CONC. REQUIREMENTS EXT9WING00OR (1111BO1A. 'TAPCOM IS OK 11?EMBED, B END. NONAEARING WOOD 11S° EXPANSKXJ PEMBED. 3r QS BUCK.PT,9EE NOTES NO WASHER HASTIER DIST„Ti?EDGE GIST. WALL TO WIC. SLAB EDIS WI WASHER BOLT GIST., S'EWE DIRT. h PT WSIDbWBUCK 0198'PAF a31le' S D d'END. -T.11? NUL PT TO9TEEL DCL., BEE W, WASHER STAGGEPED EDGEDIST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. 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. ix MEMBERS ARE NAILED AND 21 MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroup.00m AA !: 0003328 10 F�A 4 aUHDM lk LOT: ABBOTT PARK LOT #14 BLK #7 PROJECT/ 04181.000-14071 MODEL.: 4EBB FF1828-CAU" GARAGE AWING: LEFT PAGE: DETAILS 160 MPH FJRC I '\W ,,���,. lax '1%a� S pri t�4j-- Ab