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HomeMy WebLinkAbout7774 Broad Pointe DrS �9 1499 04EWB 0FR-E--EPORT 9 9 HOMES iR pNG Co E, K SNP Su1L0 ,�, S p�OR\Oc,�ReG GO�,►�u-� JOE ESE �pN ANno \ E GVV� ®F igOlN OAS 0 9 vx 12602 TELECOM DRIVE, TAMPA, FL 33637 T4bi: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA a CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS v_im�•• �m� p�����* •ram LHY111Rnr � �✓<wh ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE M •�( s� •AM LOYAL AND RATS COOLRS •�pANC. - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB AD ALT. AMP. BD OL GAB. CONDITIONING AIR ADJUSTABLE �ERNATTE AMPERAGE BOARD CENTER LBO CABINET MUM. MFR. MIN. M.T. MTD. MTL. LUMINOUS MANUFACTURER MINIMUM METALTHRESHOLO MOUNTED METAL emm � Lo LI(>fn • KITE{• BI / imymw 'I5 ARCHITECTURAL SHEET DESCRIPTION 4641A ADDED SW PATW OPTION PG CI —COVER SHEET PG GN-GENERAL NOTES emem ADDED ew Ono OSA2/19 RfNBED DOORS AT LAIIDRT CLOSET FROM (1) 7 0' To (2) -4 OMAS FVAW DOOR AT OUPER'S II"-N CLOSET PROM T-II' To 2'4 TAMPA FL 33637 TEL: (813) 740-9720 •�. INTERIOR FINISH •DASIC WW SPEED SPEED - CLASS B - VGlt=160 PH Vega=124 MPH cLG. CL . CONC. CPT C.T. CLEAR CLEAR CONCRETE OARPEF CERAMIC THE N.TS. O.c. PL P.B. PL NOT TO SCALE NON OT TO C PROPERTY LINE PUSHBUTTON PHONE PG Al —FLOOR PLAN PG A2A-ELEVATIONS "A" FAX: (813) 740-9715 •LURE •1-STORY RESIDENCE 92-STORY RESIDENCE - C - - MAX. HEIGHT AS PER LOCAL D. DEL D.G. Of DRY DOUBLE DUAL GLAZED DIAMETER PLY. PLYWQ PR P.T. PLATE PLYWOOD PAIR PRESSURE TREATED PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN AND STATE CODES DIM. D7.SP. OP. DIMENSION DISPOSAL DEEP R. RAD. A.A.G. RISER RADIUS RETURN AIR GRILL PG Dl-DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DR. D.S. DTL. D.W. EA. DOOR DOWNSPOUT DETAIL DISHWASHER EACH REF. RM. R.O.ROUGH S.G. S.D. REFRIGERATOR RGGM OPENING SOfIDCOREEXTDR SMOKE DETECTOR PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING SQ.FT. CALC.'S LIVBYs GVWAC# ENTRY If{99 5GL PT. 9Db BCi FT. 11 ea FT ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION S.H SHNG SHEET EQEQUAL SHSHEET EXH. EXHAUST SHTHG SHEATHING R. EXT. EXTEAroA sHWR sxowFx F.GM FIXED GLASS SB,1. SIMILAR F.O. FUEL GAS SL SLIDING PG WA1-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC.FIR 1441 NORTH RONALD REAGAN BLVD. TOTAL 199E ea I.T.M. VxW PATIO em ea FT. FLUOR FINISH FLOOR H FLUORESCENT SL. TD. STD. SWS SLANDARDASs STANDARD SHEAR WALL PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTG� FOOTING DOOR TmP. SECTION PG WA5-NOT USED Tel: (407) 774-6078 GA GAR. ME, GAUGE GARB AGE DISPOSAL oc. ceo CURB PG WA8—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.L GL. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER TYP. GLA55 TYP. TOP OF P ATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHER SE H.C. HOLLOW CORE V.P. VAPOR PROOF FOR. HEADER W. WASHER HOT. OR FIT HEIGHT W/ WITH INS INSULATION WD. WOOD MT. INTERIOR WDW. WINDOW W/H WATER REATER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES 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 PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.IA-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG 33.1B—DETAILS CLARIFICATION. PG SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM Is IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THIN ONSTRUCTION BASED ON THE DRAWING SET. �1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 1078 FAX: 407-7744078 www.abdes4pigmup.com AA N: 0003325 t rr� C sumirv. a. X,OT ABBOTT PARK LOT #31 BLK. #8 PROJECITp 04181.000- i 3 MODEM-, 4EWB "1499-FREEPORr GARAGE 9WM0: 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) ft EDITION, (2D17) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I -A INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 MM) SHEET STEEL 1" MN. 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 R307 6 8 TABLE R3028: 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. ert>ErFORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING UNE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTON SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' T� 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 WITHCHAPTER 6•WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 8. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUMAREA SHALL BE 8 FT . SQ. PLUNTNG 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 WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM 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 P30052 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032 EXTEFJOR WALL Oo mm-em 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORFMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" 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-lD63-11A & 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-C1063-11A ANDR703.7. FIRE REEMTANT CONlTRUCTIOFI UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD ANDAGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CBLINGS 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 wwwabdosWigroup.com L AA 6: 0003325 . t � w G y� Mfq i a summ a LOT: ABBOTT PARK LOT #31 BLK. #8 PROJWT 04181.006-31083 II[ODMT- 4EWB "1499-FREEPORT" owawoa swlLrTa: LEFT PACE: GENERAL NOTES 160 MPH EXP. C sa-.m• I -I 1 _ a oIEEEEEEIo oIEEEEEEEEEEUEEEEio oEUEEEUEEIIo - olEElo I a � N � i �usssasrr. mo 0ow a22'xS4L1 o - G o olio----- ---- olo oIEEEEEUEEEIIo n1EEEEUEOfo I - I I - I FLOOR PLAN 8G E. 1/ ' " '-C' EXTERIOR MASONRY _ WALL SM. HEWaNTS SQJ7. CAM S 8® LMIG 1,4W SQ FT. GARAGE 386 Ga FT. ENTRY IT 8Q. PT. TOTAL I'wS` SQ. PT, IINIV PATIO 8m Ed FT. 0M1P0 dK AID 01AI=I=LOADS NU IND IPPORIE FOR/ EOaD a1AT1 OFLINaI IaNE m TMM'NEDm RBWIIA AIDTTFE FOOFAaE MR WINDOW 10 S 34/-46 CRITERIA EXTERIOR BWMG 18 S 33/-43 OR MIN. CRITERIA SAID. MR 41 S 3V-38 CRITERIA 16010 OMD. I It? S 282/-31.0, BASK HIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.-D. EXP.-C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DBL. TOP PLATE 9 rt1 A BAR "DETAIL 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 817E FLAN. -OTHER OPENINGS WTUA?EN THE GARAGE AND RESIDENCE SHALL IDE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNE88, SOLID OR HONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (38 M9) THIM OR 20-MINUTE PIPE -RATED DOORS. 19 mr� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesWVoup.com AA M: 0003325 C aumzv. a Loan ABBOTT PARK LOT #31 BLK. #8 PROJMT# 04 .0 0— 108 MODEL: 4EWB ' 1499—FREEPORr GARAGM XWEN01 LEFT PAGE: FLOOR PLAN 160 MPH EXP. C Dw� 11/25/19 9CALE: 1/4"=1'-0" mumom'EL"P Al -./-16'-4' BLDG. HGT. 12'x24' FYPON DRAC 57 OR EQUIVALENT b' RAISED BAND 8'-0' BRG. HGT., „ E f _ — rtrrc7 J�i�jl- u FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHNG AS PER FBCR R103A 8'-C' BRG. HOT., �I I II 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE, V4 . I'-0' TEXTURED FNIO14 o 8'-C' BRG. HOT. �I m II 0'-m' FIN. FLR, I I 0'-0' FIN. FLR LEFT ELEVATION Or -ALE, 1/4 . -0 TEXTURED FIN, OFF RIDGE VENT OFF RIDGE VENT W-0' BFBn. HGT. #W-O' BFYs. W.T. II 0'-0' FIR FLR ,- _ I I _____—oV'-O' FIN, FLR RIGHT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH msa rr. • um m�am csa sues so. IN sx xxw an ay.� e®s 11ss axco -0' _ _ _ __oV-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA M 0003326 g C � & Q 1=3 avnaiv as Loa': ABBOTT PARK LOT #31 BLK. # 8 PROJSCT 04 1.000�--3 08 mox"m 4EWB "1499—FREEPORT" CAMACs 9WDM: LEFT PACs: ELEVATIONS 11 A11 %160 MPH EXP. 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SECWtT IaTPAD • P)L FU SH-Surrm POR ONPBS H6 Pam • LOCATION OF TV JACKS 4 FFIOIE OUTLETS 4 PAW TO EE VERN® w HC.OWER PRE-COFIN011=1 N i !!TINS. • ALL e 4 20 ArP BRANCH Ca11MM W Sa ARC FAULT PROTECTED PER ELSCTIECAL PIEovISIOw Q am • 20 AMP DEDICATED LANNOW CIRCUIT. • OR w ISLAND MOT CH KITOWEN CIRCUIT) • DISHWASHER DISCONNECT TO EN LOCKOUT N PANM • EIATHROM EXHAUST FAN TO HAVE MN CAPACITY OF SO CM NT!"mrTCO PER ELECTICC.LL PROVISIOY OF SECTIQ4 PION13 laOS ATY EdTIaH [2AIN1 • LALI ORT ROOK llQPTAQE SHALL BE IxISOSO FAULT CNSCU1 -SRE11110111110"M PROTECTION FOR PERSONNEL CN PMROM • WRNS PIETHOD WALL BE NON METALLIC GABLE POE ELECTRKA. l7SDVNIONS OF H�e1e rtH TPO CJaM2 • ALL &VRK TO C0PVLY WTN WCTRICAL PROVISIONS Q 7HO I100! ATH m f2f12 • TEL 0 LtlHRNO Mr7 Y EPeR6T t•PIC2e4T TYPE an dm ■ 1 �I W �, Di - —� OWNER'S GREAT R001[ \ PRE -WIRED ;_ PRE -WIRED CLG FAN -\ \ MG FAN 11NER1S j OUTLET FOR DW O ' = SWITC4IN -- li•I•C• 7� I DABINE`0.1TCHEN�' L L db RANGE HDRM, j I IF '/-4 i OI�T�� i GFI GPI G FAN L `W-=)t I `, I � GFI • UA-1 AFF. O -- , GARAGE � L — — t J WALL MOUNTED LIGHT W/ SWITCH % -- IN ATTIC ME MEMO / / VERIFY L GARAGE EQYEB% LOC. j IRRIGATION OUTLET a y ll GFI CLG. 48' AFF. KEYLESS OUTLET GFI FIXTURE I Y I P.D. FOR CLG FAN W P Panel MAIN - A PANEL: 8118wped brookor VOLTAGE: 1201240 V-1Ph MAN: 150 Amp M.C9 FEEDER:341 Cu TFMN & t- B8 Cu (0) in 1 12* C. OR 3- t20 AL THVMI & 1-N Gu (0) in 1 117C. Mn pa. W W.0 Ch.WI OF" YAWN D.Mpftn 0. PAN rSn 012 1 20 B wlv SRSr1U0 77W 012 2 20 SIUFM.S Pump 700 S b >tEM MCC.u.t >D 2 m a PANEL -A PANEL: 42 at bmker VOLTAGE 1201240V-iPh MAIN: 150Amp M.L.O. FEEDER 3-Nt Cu hVA4 & 1-86 Cr (0) in 1I I& C. OR 3- E20 AL THVM & 1-08 CU (0) M 1 I& C. ran Pa. 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Dousand r nE: A6ENEVI0.TN7N8: AFCI: ARC FAILTCROUTWERRiPTER NC: NOHOOWCCENT LOAD ON: OROLNO FAULT NTEIRUPTER �a.el +e.s...w rew 42)m • Am fam.aba I'M t00W RwmlNn . w 4al 1a00 Tod AR: kW 1NN LOAD CALCULATION 19 BASED ON AC NON-CONCIOENT LOAD Tdd C.—tiod Asa wNll. a2NS rm1 A. 1.n.12w m> 14ta Qmmul & Rw@ TOW A)CS Fat 1 499 Lha No?W/ Ft 4497 1 et85WLi Nat 100R Tatr Qiir" JPft af. N" CISPE Bde TmY waIN aa,wr U.a l3n P.,eA 9 507 4 / BDRM.#3-------� II�-3� I�-3• I I I I I I L I I BDRM4 LED LIGHTING SINGLE LAV. -' ;- GUNEIWO BATH 6- J PRE -WIRED CLG FAN 150 AMP ELECTRICAL RISER a NOT TO SCALL OK. GENIPtAL MOTES, COACH A. SLECCTNQAL A Alm INSTALLATIONS WALL LIGHT COMPLY WITH ELECTRICAL PROVISIONS OF THE AS=&U4 EQID@LL2a001 LOCAL CODES. AND ALL LOCAL FOAM CO'TANY RE6UIR8•IENTS. IL R4I ALL CONDUCTORS S SHALL el TYPE 1HFNW ASLE88 ELECTRICAL PLAN NOTED OTHERWISE NOTED LE, 114- • P-0- PQIER COMPANY iRANeFOR'E:R GRADE F7YDVIDE ED AMP, 00A240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICL PROVIDE a 9 COPPER (OW IN 1-110- CIA SOEDULE 00 PVC CONOIET OR PROVIDE a 2AB ALWIMM CAL) N 2" DIA SCNED" EO PVC CONOWT LILEM SERVICE IS PROVIDED DY THE ELECTRC COMPANY. COORDNATE WITH TNN ELECTRIC COMPANY F1MOR TO END. I -3. 11.3. I I I I I I - I LED LIGHTING 0 SINGLE LAV. BATH 2 MAP CL1, TNW • PS CU N 2• CCNDLIT OR a 4W1 . PS, CU N 2' CONDUIT. TO TEl11MATM ASM111 SCPIT • OVER51ANtlJ COFeNATION aeRVlcE I80 AFT DISCONNECT SWITCH AND DO)740 VC M ELECTRIC METER IN 1 Mau at ENCLOSURE pANLEI CABLE touffym Nl SERVICE ENTRANCE EOuurmm INTERSYSTEM 00NO 0 T1100194AL AT LOU VOLTAGE CONNECTIONS 1 .4 CU SIDWOR OW ND CCN ECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS. OF r E FROM 4t4 SW' DIA X S FT LONG COPPER CLAD GIEOND IEOD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdbeWWoup.com AA 0: 0003325 h 7t i C fsUMIV. as LUOT2 ABBOTT PARK LOT #31 BLK. #8 PROMMTO 4 .00- 03 MOnss. 4EWB "1499—FREEPORI" GAPLAGIC BWnM: LEFT PAGM- ELECTRICAL PLAN 160 MPH EXP. C DAM 11/25/19 sCA=: 1/4"=1•-0" splEw E1 I., m 3,-3. 2,-T 161-9. 18,_V 4,_8. 2' VTR 2' 1 1/2' i G1. I 1/2I/2' 1' 211/2' SHWR 1�- ---SINK KITCHEN W1 � 3' 2 AUTO VENT WASHER 2, :S2 �o i 2 • 2' VTR " L-----� 4' I I/2' 2' co 4' 3' LAV 11/2, TO 2' U1C MAIN 3• TUB 2' PLUMBING RISER i i i i i PLUMBING PLAN SCALE+ 1/ I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 82780 PH: 407-7746078 FAX: 407-7744078 www.abdostgnproup.com L AA 4: 0003325 i a a swan►. & ]RK ABBOTT PA LOT #31 BLK. #S 11tOJiX:T 04181.00 —3 MOD3L•4EWB "'1499—FREEPoAXAGZ BVIN LEFT PACE: PLUMBING PLAN 160 MPH EXP. C r,ppmrr 11/25/19 8CAUM 1/4"=1'-0" B]HIMET P1 �R.�mr��A 2X4 TOP PLATE FE T PRE -NAB TRUSS 14' mr BOARRD W. DRYWN.L SEOIRE ST. — KATE TO SLAB W/ Wd MASONRY HALL. a 32' OL. MAX FIN. PLR 2X4 WOOD STUDS 024' OZ. O 1 ULWO IN ITIONS SUPPORTING HUNG PLUMBING IMS AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE % )TYP. INT. WALL ( NON— BRG. ) Dl SCALE, 3/4'04V FIBERGLASS 614NGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RI08.1.1 ON J. 0.6D. 6HEATHNG OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60N RY 1'-0. TYP. ON. ,b/8' GYPSUM d OR 1/2' WI&4 STRENGTH CLG. BOARD b' DIA SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' ENERGY CODE FORMS ATfON R-VALUES !RENCE STRUCTURAL I ---R-4.1 NSULATION L WINDOW ATTACHMENT AS PER (MANUFACTURES r— SPECIFICATIONS I r REFERENCE / STRUCTURAL 6d P.T. PURRING — STRPS • 24' Or— v cm — 1/2' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RIObA ON 1}' 0.618. SHEATHING ORCDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY wo ssu LM t r•.c sLass raw w Llai as N' OTT.Ia. aD. mm aw /2-B-*N GAS LINE THRU BLOCK V7 .Y• FIBERGLASS 64INGLES OVER W PELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOb.I.I ON I}' 0.6JL SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE-EWK GABLE TRUSS WEEP AGREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0. TYP. =Elm4�� i�4�i00�iT�Ooivi�i�i���4�i;: MKT CT `wnaaw cools M"WVM. � rtlltlCAL TRACK , r rri by cmewa s GARAGE DOOR JAMBS D7 50—ALE:11/2'.I'-0' 2x BLOCKING BETWEEN TRUSGE8 PER STRUCTURAL DETAILS PIBERGLASS 614INGLE6 OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RI0b11 ON J' O.Sa. STIFPBACK AT ALL UP C%1476 6FEATHNG OR I' CDX PER 6TPl CTURAL DETAILS PLYWOOD SECURED PER 0. FASTENER SCHEDULE PRE-�' �' TRUE& TYP. MTL. DRIP EDGE oH. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUNSECURED PER STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS POR INSULATION R-VALUES yPRE-ENO. GABLE TRUSS PER ELEVATION WEEP SCREED 5/6' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HI&4 STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK 2 COAT WNDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. PURRNG STRIPS • 24' OG. 1/2' GYP. WL. SO, CNLLJ �— WOOD BASE 0'-0' FIN FLR L li 01-0' FIN FLR 0'-0' FIN FLR 0'-C' FIN. FLR — e &• CMU e .'a n W/ WINDOW OPENING B TYP. WALL SECTION i W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE, NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:@, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM .� SCALE, 3/4•.I'-C' 18 REQUIRED. FOR ROOF SLOPES OF 4m12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 5 1—STORY GABLE BLOCK WALL .) SCALE, 3/4'.I'.0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosoWoup.com AA A: 0003328 'c r N MMOIN aUMIV. at LOTL ABBOTT PARK LOT #31 BLK. #8 PRO"MT 04 00- 3 MOD=, 4EWB "1499-F'REEPORT" a awlx0: LEFT PADS: DETAILS 160 MPH EXP. C IT MIN. TO W/ CUT NAIL& aCc& 2x6 d,6R448 DOOR 0= YV (0) m A' W A -BOLTS 4' E'dlDl"111INT MK W/ 2-4-4 HAILER AND HUT SPACSD WVV LY FROM FLOOR TO OARA04 DOOR HIDR N JOINTS FRIOR TO FILLIN& 1-2X0 rT SLOCK • cmmft OF ® DOOR WRADIR itINVA'XS' J-SOL.TO 4' MIDMX 1NT W/ 2'W W WASHER AND NUT. ® NOT�SS, ALL SE IN ACCAMWANC9 TO M~ACTU ERS tOTALLATION WTRUCTIONS WIEIE GARAGE DOOR / , �;� BUCK ATTACHMENT 4GY0. N'. T C%u.T L�f I'X4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR 4Y4'X4' MIK SECURE THURU FRAME 4 EXTEND I Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE J45 MIN.HEAD 61ZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 W O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB 70 BLACK +3/4 OR +5/4 A V +340 +54 Es KT . 2X4, m SECURE TO 15LOOK W/ V TAFCONS OR (MIN. SHANK SIZE J45 MIK HEAD 612E 300 MIK EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 b' O.G. MAX $PACING. 2X6,m SECURE TO DL W/2- TAPCONB(MIK SIZE J46 MIN. HEAD 61Z1i3P0 MIK EMBEDMENT 1 Y49 WITHIN W OF EACH END 4 S' CMU 18' O.G. MAX $PACING )¢' DRYWALL 2XO,m VX4' OR I'X2' P.T. NAILER SECURETOBLOCK W/2.%. R CASING (MIN. SHANK SIZE J45 MIK HEAD 61ZE 300 D JAM15 OR�WNDOW MIK EMBEDMENT 1 Y4) ---ATTACW TO 2X WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS, IV O.C. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 n WW 7'0 BLACK L V +1-1/2' . N.T.S. 2X4sw SECURE TO BLOCK WV')(e' TAPCONS (MIK SHANK SIZE J46 MIK HEAD 61ZE 300 MIKEMDEDMENT IY4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X W O.C, MAX SPACING MUST BE ON OUTSIDE 4 2X6tm SECURED THROUGH SECURE TO BLOCK W/J-V NON.STRUCTURAL i(e' TAPCCNS TAPCON MIK 1 4' (MIL SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM , CMU MIN. EMBEDMENT 1 Yi)11,4 • DRYWALL WITHIN 8' OF EACH END b' O.G. MAX SPACING.X4' OR IX2'P.T. NAILER 2X8s®SECURE TO BLOCK WR)w 0.6J6. X 4- MIK ONO T IN. 8WADOOR IMII SHANG SIZE .145MIK CASING HEAD SIZE 300DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4)ATTACH TO 2X PER WITHIN 8' CF EACH ENDMANUFACTURES DETAILS. 16' O.C. MAX 6PACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1•�•�//1¢' VLRDOV To B1Acx +1-15/18 E, KT . 2X4,m SECURE TO BLOCK W/' TAPCONS (MIL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN.EMBEOMENTIY4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X b' OZ. MAX 61RACINIG. MUST BE ON OUTSIDE 4 2X64m 6EC MO THROUGH SEA W BLOCK 2-%' NON-6T UCTU V MIRyL (MIK SWANK 81ZE J45 EMBEDMENT INTO BLOCK MIK HEAD 61ZE 300 MIK EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 x, DRYWALLb' O:C. MAX SPACING ❑ I'X4' OR I'X2- P.T. NAILER SECUR2XaamE SESTO BLOCK W/2-' OOR CASING (MIN. SWANK SIZE J46 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IV) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS, orMAX SPACING. NOTE. 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 ��4" n VR4DOV TO BLACK +2 1/4" ,K3 2X4m SECURE TO BLOCK W/ 11(e' TAPCON6 (MIK SHANK SIZE J45 MR WEAD SIZE JIM MIK EMBEDMENT 1 Y49 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X b' O.C. MAX SPACING. MUST BE ON OUTRIDE 4 2X6m SECURED THROUGH SETO BLOCK 1W2-9(s•NON-STRUCTURAL V �S TAPCON MIN. I-Yi (Mr(,L SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 , CMN MIK EMBEDMENT I 149 ' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER b' O.C. MAX SPACING. ❑ 2XSm SECURE TO BLOCK WY1-%' TAPCON6 DOOR CASING (MIN. SWANK SIZE .I45 MIK HEAD SIZE 300 MIN, EMBEDMENT I Yi) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER is, O.C. MAX BPACWK MANUFACTURES DETAILS. ,slttM1 Y,io TO,WsdMSQOD,tl, s,etm A'/ DOOR JAMB TO BLACK +3' -yN VBMQ3 TO BLACK +3' ''' SCALE, KT . 2X4m SECURE TO BLOCK W/ W6' TAPCON6 (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X b' OZ. MAX 81FACING. MUST BE ON OUTSIDE 4 2X&m SECURED THROUGFI SECURE TO BLOCK W/Z-%' NON-STRUCTURAL %* TAPCON6(MM. SHANK 61ZE TAPCON MIN. I.Y4 J45 EMBEDMENT INTO BLOCK MIK HEAD 611E 300 MIL EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 6. CMU DRYWALL b' OjC. MAX 61PACING. 2X&, ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK LLV2-06, 2ND 2X SECURE TO TAPCONB(MK SHANK 61ZE STRUCTURAL MEMBER J45 U110A2441 WITHIN 8' OF EACH MIK HEAD SIZE 300 END 4 VTO VO.C. MAX MIK EMBEDMENT I )A) OOR CASING WITHIN 8' OF EACH END t DOOR JAMS OR WINDOW 18' O.C. MAX 6PACING. TTACH TO TX PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" /L VLNDOV TO BLACK +3" KTA. 2X4m SECURE TO BLOCK WNi TAPCONS(MM. SHANK 612E .145 MIK HEAD SIZE 300 MIR EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W Or- MAX SPACING. SECURED THROUGH. 2X6,m NON-STRUCTURAL 2i(e' SECURE TO BLOCK WVI-1/4' TAPCON MIN. NY,* TAJ°CONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300IMMANLIFACTURE6 , cm MIN. EMBEDMENT I Y4)• DRYWALL WITHIN 6' OF EACH END W O.G. MAX SPACING.X4. OR VXT P.T. NAILER 2XScm SECURE TO BLOCK U4(e' 0.80. X 4' MIKTAPCONB(MIK 614ANK SIZEJ45OOR CASINGMIK HEAD SIZE3MIK EMBEDMENT IY4)OOR JAMB OR WINDOW WITHIN 6' OF EACH &DttACH TO 2X PER b' O.C. MAX 9PACIKs DETAILS. mm eel"N� -W0Mdes ewo O®4T) DOOR JAMB TO BLACK +3-7/18" G w + -7 E: KT . 2X4:m SECURE TO BLOCK W#4' TAPCON6 (MIN. SWANK SIZE 145 MIK HEAD SIZE 3" MN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X WO:C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK 1114-1/4- NON-8TRUCTURAL TAPCg48 TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 6' OF EACH END 4 JS' DRYWALL W Or- MAX 8PACING. ❑ 1'X4' OR IW' P.T. NAILER 2Xecom SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCON$ CASMCe (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIK EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4' H K 10 BLOCK+3 4' r. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWgpup.com L AA 0: 0003325 T ti � m 44 q •pp W�4I BFQ ILL-3 aumm ae Lon ABBOTT PARK LOT #31 BLK. #8 04 1006--31083 mozmL: 4EWB "1499-FREEPORT" GARAGR 9WDM: LEFT PAGM- DETAILS 160 MPH EXP. C P TO 11/25/ D19 11111OALL': 1/4'=1'-0" opts '1' D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 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 FBat 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 15&1 CASTCRETE 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROLDATE:10/11/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdeslgngroup.00m L AA M: 0003325 7 C mmp 9LJ5D2V. ec Lo ABBOTT PARK LOT #31 BLK. #8 PROJWT 04181. 06 310 3 MKODffi, 4EWB "1499—FREEPORT" OA IIAGN SWUM: LEFT PACE: PRODUCT APPROVAL LISTING %160 MPH EXP. C DAJs 11/25/19 80AL.II~ 1/4•=1'-O" a1k11sm D3 PREFORMED CONTROL JOINT FLA(6E OF CONTROL JONTO Td 0E WIRED TRW TO LATN a S' O.C. MAX (vlR.) WM DO NOT FASTEN CONTROL. JOINT TO WALL EVEN IF STUD 0070 BEYOND 010E1'T STAPLES W CONT gI�JOM T DURM6 RMTALLATIGN -� PA67MIO TO Bs SPAC1110--I e 1' OG. MAX KRTICALLY / / ` \ 'L1W� Ji COAT CROW UM LAYER 4. PONTFUM / BUILDING PAPER APPROVED METAL LATH FASTENED el• (VENT.) Or- FLAX AT SUPPORTS WINE LAYER'S OTUCOO WRAP ROM SNEATLWNIG WE pz W MIEN LATH SMALL IM CONrtIMA101I6 L.Al: 6H JOINTS BUT SHA BE STOPPED A TED AT EACH SIDE. W a PIROVIv2X4 "LOCCNG PER ASTM CNN) PLACED FLAT MAX W TO S' 1J014 FROM CONTROL JOINT WFEN \ CONTROL JOINT FALL. ON L FASRNIIM PDX LATH To BE NAILS ow eTRUCTISML env STIFLES IN COMMIAICE WY A67M GNP61 2. NE! TIEo TO BE MO. w CAM, WI! S BLOCKING.HOW MAY BE N ADDM07 \ TO WALL STUDS REMMD PER PLAN I( O"M" TYPE CONTROL JOINT OLFOLD IWY11De PT.A •F� O1H0.D iN11aIV e let. A L,IWAN a Pr.6 IL C RIA4W a M. C OL tCLD iKdp A PL A • roLD e Ar s ® L tCWD I1AY60 . PL A a CRIAN . RE 4. POW R. C ONR ter. S TILL IR.0 T40cC ft IKMCM FLANIR • RP �=M � e w.TAn TgMT NAL FOLD. Q2 W21 wt. N.AbtpA,s N IL In,mut AT.,ipa wROOF trLrrRlReTt,6 Nam, A411OVED BWLDINa (TRAP DIIALL OE LATBD A MNM11M OF 6' a VERTICAL LAM (ROLL SNOW 4 6' • HORIZONTAL LAP.. ALL SEAMS NEED TO BE TAPED LAIN V1111 L LAP TO BE P WTH POWMM SMATHNS TAPE 11 r MNLAP e1FTAL LAIR \\ IT METAL LAIH I OM LATER L 6TUCCO ONNAP YANB LATER -2, FONTFIBER / � BWLDING` PAPER I z7 477 � T w � 2 OCAP I vJR LA P ® KICKOUT DETAIL " M TIANT ANAL Mw OR Aa xw m Ter vet �I NL SIDE LAPS OF METAL PLASTER BASES SMALL BE OEGWMD To FRAMING 1`!I'EER6. THEY SMALL BE TIED BETWMN SIPPCRT6 WTN 0111416-N. (171-MM) YIN! AT INTERVALS NOT MORE TWN w (225-M ). AS FER A67M C063 ICJ. PM REPAIR OF TEARS N Wd LAYERS, TEARS MAY BE PAT0400 WIND" ITARAP TAPE MR MAMF. OPEG OR PEEL 4 STICK 6MATNING C 3 COAT CEMENT IR LATH 1YER 9. PORTPOM WRB LAYER -1. 6TICC0 WRAP WOOD OIEATHNO WOOD SHEATHING OR CMu WRB LAYER M, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE C )NTINUOU5 GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT A- ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 1' OR LOSE PIPE FENETRATIOII OUT AO OVER -AP SOME SOB SELF -ADHERING ME'ERA14E PLAOHNG STEP 01 INSTALL FASTENERS (CUPS, OTRt1Fs, STAPLES) AS FIRM or I TO OECIR! PPE) NIP! To PRAMNG UAO LAYER'2. FORTIFEER MIW.ONS PAPER METAL LATH 6So6' SELR.AD, Epea MEMBRANE PLAOMM OVER 41L4' SELF-ADWOtNM MEMEIRANK RAWEIy OVER APPROVED 4'a4' SELP-ADIEROd6 MEMBRANE FLASME(Mi OVER APPROVED COW. BEAD OF SEALANT rALL APPROVED HOUSM~ AN LTRATION BANNER OVER SECTION PER SECTION 7 Bd610N11W1NE�1111111W1Y Exterior we of porderdoerr ntplaft ehWl comply with V. WpI.A. r Keemerbal ASTM C 926121k Installation of exterior 1a1eg and Gaming .hell comply with ASTM C 1011412A OF 3A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH x-x-x-x STUCCO • • v - ►y=2010//////% SELF-ADHESIVE FLASHING — — — — — — NOTE : METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-641-09, MIN. 2.5 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAQAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeoWkgroup.eom AA 0: 0003325 } C Ifill sysanr aW W'n ABBOTT PARK LOT #31 BLK. #8 PROJMT 04181.006 31083 WODZU 4EWB "1499-FREEPORT" CARAOZg IrWING: LEFT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD UPS LAYER 9, wnr'rrj "PAP INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES Or NON -MOVABLE FRAME OF THE EXHAUST. SEnIEN'-e OF FLASHNG TO BE, L EOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO DE SET IN BED Or SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AR01ND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF PION -MOVABLE FRAME AND STUCCO ON A SIDES.& CAJJLKING IN JOINT PER SECTION R703.7 EXWIor�wnW Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-847-0% MIN. 2B LBS. PER 90, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASNINCs UNIT FREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES CB DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANI.F. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALES N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENO FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 FIOUSEUIRAP FOR 15OX INSTALLATION WRIB LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC 2 z'14 0MI I:.A. WOOD SHEATHING UM LAYER M, eTucw WRAP METAL LATH FFASN- DD •FASTEV TO 1110M eTINJCTUTAL MEMBER • 1' OZ. MAX a�aETiOaclseD L f' U= STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY MBPORE APPLYNO M. Goul FERS-173-001__2RAIRMISTRA • • • S' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED IIAQ6 LAYER h STEP 1*1 STEP 1*2 WRB LAYER h, r WRAP STUCCO STEP #3 APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® e SEMBR ERINOt `WRB LAYER 92, FORTIFIBER BUILDING PAPER 5TEP "4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL �.. _'. SECTION) -it I METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWVoup.com AA 0:0003325 } suzzli at son: ABBOTT PARK LOT #31 BLK. #8 PROJECT 04181.009 31083 MCDZU 4EWB "1499—FREEPORT" GARAGE EMMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 013 R DCALM 1/141"/=215/-10" PRINT AS LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER---•--- — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' L CORNER BEAD (FASTENER 4 SPACIWx A 71- O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY E14RCORNER BEAD � BLOCK L 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774-4078 www.abdosWigroup.com AA B: 0003328 C LJ mm sulwiV a LOTt ABBOTT PARK LOT #31 BLK. #8 rptojmcTip 04181.000-31083 moD3L: 4EWB "1499-FREEPORT" OANAO1L 81 UMs LEFT PAOr. WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINGa PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD &VIATI06— WEATWM RESISTIVE eAIueER � WPLeA�W�6'�ST�ReroP \ rLA9,E,,IN•RRGR. D"MOTIVE WATHER ]RESISTIVE E STARTER RO GALVV MTAL G W� :• PLASWM 'SOD 7RA'I f'�I"lSLR - � / WOo`Tla�rB e I AL GAP WCA:LKI G / OR APPROVED SEALANT WCASING is SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774807E FAX: 407-774.4078 www.abds*W*mup.com AA N: 000332E ti svmIIV ae LoT ABBOTT PARK LOT #31 BLK. #S rnoj=T# 04181.000-31083 woaagu 4EWB "1499-FREEPORT" GAgtAGE SWUM: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C mmm D TA 11/25/19 8CJ%LM 1/4"=1'-0" sigma" WA4 00 / i \ 1W TEXTURED / PHOW • WOOD. 2x6 SUB-BANb WA'x4' NOTCH a METAL LATM x x x x z END, WRAPPED IN / METAL FASCIA WRAP WOOD SHEATHING PEEL t STICK x x x x x x I — WRB LAYER sl, DRIP EDGE P\ STUCCO URAP(PRAME ONLY) x x x x x x x x x x x x I I — WRD LAYER 4, FORTIFIDER x x x x x x x x x x x x x --------- -- I I — DUILDING PAPER FRAME OR CMU ' l/8' TEXTURED I� _ ��.� p,�Y) x x x x x x x x x x x x x I :, 1 i FINISH •WOOD � 2X6 SWD BAND CEMENT x x x x x x x x x x x % FELT PAPER ROOFMI I/8 In' TEXTURED / � � x x x x x x x x x x FINISH a CMU DRIP EDGE x x x x x x x x x x DRIP EDGE METAL FASCIA �� x x x x x x x x \ METAL KICK OUT (REFENCE POINT WRAP Ys' FROM , C FL AN `l 5 x x X x x Off, FOR WALL OFF STUCCO, I' FROM O SET OF COMPONENTS) WOOD WALL " \\ EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR CMU) �� I MIN. Y4' ABOVE BOTTOM OF _—_ DRIP EDGE NOTE: NOTCH FOR 2X6 `� 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY W/%'x4' NOTCH s � END, WRAPPED IN ROOF DECK (BEYOND) PEEL t STICK \\` DRIP EDGE, 1' OFF WALL ROOF CEMENT 0 \ NOT INTO STUCCO) EDGE OMITTED FOR \� I 11/8' TEXTURED FINISH 0 CLARITY WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH a CMU / / 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL- SUB BAND 2' OFF WOOD WALL .3• x `'... x x z 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x ! ' :,. WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x -' ": '. ° " .''' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x xxxxxxxxxx DRIP EDGE SCABBED TO TRUSS x x x x x x x x (RE TLL W/12d NAILS 6'-8' x x x x x so ONL� �R wAPOIN OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB BAND WNh'x4' NOTCH O END METAL FLASHING, WRAPPED 1 MIN. )''4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP ;`a� W/U4'x4' NOTCH s p L AN A END, WRAPPED IN PEEL t STICK ®I DRIP EDGE EXTERIOR WALL •ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32700 PH: 407-774-6078 FAX:407.774.4078 www.abdosWWoup.com AA M: 0003326 will 4 aumly a LOT: ABBOTT PARK LOT #31 BLK. #S PROJECT# 04181.000-31083 wo] 4EWB "1499-FREEPORT" GARAGE 8VrK is LEFT PAOIM WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C I T&1 7 I +-3 yr a- tP I 4• I 16 BLAB SLAB I 3 O I TM-12 X 18- 1 1111 1, EXTEND IT-11" 14'-7" ii'-t0" sLAe 1 1/2' Ilili I I 1 IIIII�OIAW I 11 12 t7 u () U E ;,I 00 11 LL. �Y 111 I 18'-10" li 21'-r ?ap N ap 1 I N 1 I ILL 11 11� 1 SLAB .I I. • I EXTEND I — — — —TE=2 —SLAB 1 1/2" I . • I 15'E^ 2'-r 4" I I I I_m I rr N I$ 4 Iw I I At N y 14" CONC. ILI I m Er EXTEND 2 I SLAB awl SLAB 1/r 1 I +-3 12 y al I 1 LL - •fix #-71/221 ' 4 JE FMC-12X18 FM-12X18 FMC-12X18 1 1. FM-12X18Aj ---- --) 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 +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #5 BAR, U NDICATES #6 BAR, INDICATES 97 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 2XWSF. 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 3 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 THICKNESS REINF. REMARKS 6x6 W"I-WI.40VER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - s FM-12x18 12' 1 CONTINUOUS 18" - (2) #Ss FMC-12x18 it CONTINUOUS 18" - (2)#5b #5 IN CURB VARIE3 TE-2 tr SEE PLAN 8 FM-12x12 tr CONTINUOUS 12' 2 #Ss 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes*kgroup.com AA #: 0003325 1 7 'C mill A 5 ABBOTT PARK LOT #31 BLK. #S 041 PROJIM -8 81.0 MODRU 4E1B °1499-FREEPORr OARAGM INIMU . LEFT PAONk FOUNDATION PLAN V. 160 MPH EXP. C L AR NO 9$m J �I�ataa>• Dw11/25/19 sCAuc: 1/4'=1'-0" 931EZT s1 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED Z `� 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d .-. CELL SEE PLAN FOR SIZE AND „! SPACING REQUIREMENTS O SPACING REQUIREMENTS r oC•" U Lu ' .. � GARAGE DOOR RECESS ul Q FM.... � 0 Z 8"CMU WALL O 8"CMU WALL CORNER BARS, SAME SIZE AS BAR WO IN FOUNDATION WITH 30'LEG EACH LL = - a OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONSyOP SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARSSEE L CURBFOR MASONRY EXT PORCH SLAB aBAR • W/ 1/2' ISOLATION •• SLAB SCHEDULE SIZE 48 BAR DIA.• 4' CHAMFER (I -STORY) 18' EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE• 4" CHAMFER Il• LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �' UNITS SET AT ELEV: JOINT (WHERE • •'� 6" CHAMFER (2-STORY) qb yq• W/ tl2" ISOLATION (I -STORY) • 8" CHAMFER (2-STORY) .: 0'-(' APPLICABLE) Z SEE SCHEDULE p5 3U" JOINT (WHERE. APPLICABLE) Z •! i EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST % AND BAR QUANTITY #6 46" AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), LIND %EXTERIOR MONO -FOOTING (-,,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"-V-0" CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL WJ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' DO BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W1 PLAN LAP TO OCCUR OVER STUD OF WALL W7 PLAN uJ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING x+ I WALL W/ SYP WALL WJ SYP No 2 STUDS SEE tii NEW REINF. BAR p d SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 2'CAPPED K (Lg I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE d 8', UNO — PLATE EPDXY 5-1/2" EMBED. MIN. 0IS- OC SLAB W/10d MASONRY W/FLANGE BASE < O FOLLOW ALL MANF. SPECIFICATIONS FOR USP SPTH4 OR SPTH6 BTM MAX. AIL 7 STAGGERED. y I USE AND AND TOP PLATE ANCHORS WJ ADDITIONAL METAL CONNECTORS NOT 4 PREPARATION OF 10d x i 1/2' COMMON NAILS FILL HOLES, W NOT USE REQUIRED WHEN NO Z jrHOLE. 10d x 3' w N UPLIFT IS PRESENT. SECURE FLANGE TO SLAB W!(4) 1/4' X 2 i!4" W O J o SEE SLAB SCHEDULE uj t SEE SLAB SCHEDULE TAPCONS < < a Ta OP OF SLAB .. : �, a a . TOP OF SLAB , 4' CHAMFER (1STORY) •: 6' CHAMFER (2-STORY) a.�.. �_ ° , ��a ,,r_�0 41 EQ. EQ. SEE SCHEDULE EQ, EQ._----SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD %� MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL rQ_'�INTERIOR CURB FOUNDATION WOOD WALL J SCALE:3l4"=1'-0• U SCALE:3/4'=1'-0" r V SCALE:3/4"=1'-a' (W/ UPLIFT) SCALE:3l4"=,'-o^ (NO UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING ? i WALL W/ SYP No 2 STUDS SEE p PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO y BTM. PLATE TO BE PT. SLAB W110d MASONRY NAIL t PROVIDE DBL TOP PLATE 16' OIC m uJ STAGGERED. ADDITIONAL METAL U CONNECTORS NOT 8'CMU WALL REQUIRED WHEN NO ow UPLIFT IS PRESENT. Z TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE a O,OP TOF SLAB .'a • •IOLATED'COLUMNPAO CENTERED UNDER WALL AND 1�1 POURED MONOLITHICALLYWITH — FOUNDATION AND SLAB 'g-"ya1rT SEE SCHEDULE SEE SCHEDULE . FOR WxD, BAR SIZE FOR WxD, BAR SIZE //AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL FOOTINGAND COL. PAD „ "' (NO UPLIFT) SCALE: 3/4"=i'-0' 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-7744078 www.ebdeslgngroup.com AA •: 0003325 , f C IF I]PROsysD:v. ae LOT. ABBOTT PARK LOT #31 JMT BLK.]� #8 4 .006- 0 MOD= 4EWB "1499-FREEPORT" GA1tAG3 sND t LEFT PAGM: DETAILS 160 MPH EXP. C DAM 11/25/19 sCAL6: 1/4"=1'-0" stmcm S1.1A 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeoWngroup.com L AA I:: 0003325 . C ei S 6 C 'dill Stnwxv. a6 Zo ABBOTT PARK LOT #31 BLK. #8 rnon=Tfp 4 .00 - 08 •cox"m 4EWB "1499-FREEPORT" GAMAGa SWVM: LEFT PA0Z- DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1(4" = V-W TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ I HOOK -GROUTED BOND BEAM Zv � • I. .Q. p 1, CLEAN OUT REQUIRED FOR INSPECTION ' 0'-I' FIN. FLR. '�, '•' - TAER REBAR • b • TO HORIZONTAL REBAR Wf ,0" HOOK > =#742" HORIZONTAUVERTICAL 0--a-N 4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) S" PVC CHASE — THRU FOOTING Z IfpI STEEL REINFORCING IN GROUTED 0 p: K CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS uJ Hi 119 U 0) Z 8" CMU WALL 0 M _ �-4S.EE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > ' •a. CHAMFER (,STOR1� OCHAMFER (2STORY) 93 ,8' U #4 24" 2 TCH STEEL g #6 3p' REINFORCEMENT PER SCHEDULE #8 42" TE PVC CHASE THRU FOOTING MATCH SEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (DIH� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-4078 FAX: 407-774.4078 www.abdostpgroup.com AA #: 0003325 sysaiv. ae Lwo ABBOTT PARK LOT #31 BLK. #8 Pnoim"t 04181.000- 8 woaaU. 4EWB "1499-FREEPORr GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 IZ HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG; WITH WASHER C 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 INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (f) W,ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED UN.INTELS SAFE LATERAL W PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 4-4.— SAFE LOAD -POUNDS PER LINEAR FOOT ` • 4-- SAFP LFOAD /�� SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH w0 awu wtew waem wins r" ewma TYPE LENGTH etN — TYPE LENGTH aw4T war aFUa area MWIT arwa slnT arum 8W4T ~ WSW Aar MUV own � a1e1a rwle wwae resin Vasil ras+s 84wis 34P (421 PRECAST' 2231 aw ww ew aaa "" we wwt aw (421 PR9CAST 1025 1024 Im aw (4�"! PMGW Iwo aw row 4w aw atw 70w WIN 4w min 7w w4 row, 111w ,w M wM 4w Ow alw 70M 4-0• (48') PRECAST I= inn row wM e"7 M (48) PRLOABT lee 70a 1300 4-0• On PMCAST Iw win AN 2w 4w AN aw win 4w sla tin win aw 112m 17w 2w win w" 4w win win 44' <M� PRECAST 1aN +w min awl will 4w aw win 4'4• PRECAST eel eM 1078 4!• PRECAST low am 2Iw we 4w 4ml we row 4w wm 7N7 02 1wm lww fir 2w row win 4m all min e14' I�i PRECAST 1217 ,w tine win Val as row 4m aw ("I PRECAST 411 411 746 SJ• (01') PRECAST 1w 171 JIM min 2w win 4w2 +w aw win 7w qw 17w 22w win win win 4m 0-10' (1P) PRECAST tae2 ,w 11w tin win M win aao O-,o• (7P) PIEOMT 2w 82e He e•lo• (70') PRECAST w wee e1w aw ttw — 4w „ • 11w win 2w I wm 2• Nw 40 (70) PRECAST m wa mr atw win row 4w 84, (T8) PRECAST T2t 490 44 (7e9 PRECAST w win lw am aw ON win win w 14w lw 2w arm wet wu r4' W0'1 PRECAST men am row r-r on PRL4'AST 424 a94 ass r4" on PRECAST ten />s mm min inn aw m vet 44a1 m min win a• 9s4' (1I2� w llw ,w aim was aro no ar (112') PRECAST a20 612 2aD ar• (112) PRECAST Val • 1 1 2Iw m 1a" 1w wm aw 4sI w 1ma +w iw aw sm tar p2n PRECAST I w w ,2w win 2rw 2w win 1a4' pen PRECAST 2e4 401 te0 1a4• (12n PRECAST w w w I =I w "w 1w win am w • ,w ,m I• win win 1,r pa87 FRECAST w w I= tin aw am 4w 114' 1 ( PRECAST 14D 4a2 164 1r�• pan PRECAST 44 sm w +m 1w • w tin w" mm m 4w 4m em taw Iron row 11'4• (14P) PRECAST w 1w Iw row wm 1T-0' (14n PRECAST 244 402 1a7 12W p4n PRECAST 470 w 7m w tt i tin w w two 14M row sin row 4w w I w lw t 016, fins I" pen PRECAST 2N 47f m Iwe 1w tin mM row I 17-C pan PRECAST 217 334 1 110 1 me part PSWAXT 419 w w 7w rot, Iw 471 • 4ms yin ISO 2wI am 4w 40 10A 1011 , low 14'41' pen PRECAST 2n w4 m line IMF21m l4w (,AS') PRECW 206 293 100 t4'4• (18n PRECAST w 30 w 7w w tm 442 • row "m ,w 212/ 2w w 4m 717a Sin , INE6. lw 14'4• p7e7 PRB9RESaT� MR4m M mt m M mM m 14V' p7e� PRESIREBW NA 714 et ff•4r p7e� PIMfRCNTa® w 2" am w • w w w w tupj ro W 11w I m w m law m w row tsj• psn PRSi194eBBD NR M m aR M m m ts-P pen PRE NA 2eB ei 14�• pan PRBeRREMtE 231 w ro w 4r "on a w tin I an lam 40 7" ,w f7w row mD we mepmw Iw to let ml NI "Ittin IN• a) PRE NR 104 64 me mn PRE 412 w in w w a 0w 741 f we tw1 an ,4w me w mtin law 20w tej• am FIMRiAew NA Not 111t M MR lei NAM IVW On MSTI NA 14e 01e 4' Qan PIM112B{� 1e Iw w w w 40 g 4a • ae an aw ull. 747 1m w w m Iw = "w tto ��• Qa°I PR?'AII N.R. lwwit lot m mm m am PR69TRiee® Nit in @ 2114' G•) PREeTIM1ro 14 us ,w am w aw w w 0w 4m m w w w row wo w w w flu ,w tin 2na p249 PIMIRE NJL ml lw Im m M �� � NA Ila 40 ad' CM-) PRBI1RS,e® to tm w w 4w w w w w w 7m 10a 1• line tin w m /w w 2w ro w w w w w w w ar4• on PRBBIRREe1WED tut m M lat Im M M w , �,) PREBItwda® NA 91 as a4+v (21S) PRovRommisI w w roW w an 7w all tin w w all w fain tin (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVMAMTAM FROM •SAFE LOW TAIUW BYCA:TMU MIRY 20t8lEI'fION • PRECASr PRODUCTS BY OMM TO MEET OR E�EED VALOBS erATEO ABOVE •ALL PRECAST PrAIOLI BAMTOBEBwTALLEDPlilt~ACtNMSPECIFIG710N6 •FROV9782N•LIMO.OF01AFAGPASTSACKONOFVINOWOPINING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE CIIETE DIVISION ACCEPTANCE #: 16-0126.03 8F76.1T/0M/0B 6'-V UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. T------1 °I I L — — — — — J 1 1 1 1 1 i 8F20-1T/OM/lB 1 17'.4" 1 8Fi6-iT/OMM T-6" 8RF14-lT/OM/OB 8F8- 1 T/OM/O8 LIFT BEAM PLAN SCALE: 1/4" = l'-0" -----------7 8F16-1T/0Mf0B 7'4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: .407-7744078 FAX:407-774.4078 www.abdeal®lgroup.com AA a:0003328 � w «x� d AN 4 >It 7Y 6 ABBOTT PARK LOT #31 BLK. #8 P14 "MIT111 3 0 83 MODRU 4EWB "1499-FREEPOR'r' GAWAGX 81NUM: LEFT PALM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C Dw� 11/28/19 B1CA=: 1/4"=1'-0" aHN= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314'-1'-O' Goa IT IS THIS ENGINEERS INTENT THAT XFXX - 1 T/1 M/0B INDICATES A DOUBLE BOND BEAM AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1.2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. O� F=FILLED W/ GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2NO BOND WIDTH BEAM COURSE �16-1 T/1 ICl/ B NOMINAL HEIGHT * nF &q5 TOp ,M COURSE # OF #5'S. BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31/4' a N WINDOW SILL Z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:1 yr=r-u. TYP. nTBE m bf BOND BEAM 1#6 TYP. B'x16" BOND BEAM 1•'; 8x16 DBL. BOND TOP OF i. BEAM W/ (1) #6 BAR BOND BEAM T EACH COURSE 8x8 BOND BEAM P OF W/ (1) #5 BAR .,�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP CF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL OFLEGTHBAR=WIDTH OF MASONRY OPENING-r OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE r; �+ LINTEL. W/O STEEL (0) REFER TO PLAN FOR LOCATIONS mo . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774.4078 wwwAbdosWrkVoupcom AA M: 0003325 p K a �y sysniv ee IAT: ABBOTT PARK LOT #31 BLK. #8 PROJECT 4181.00 -310 3 MODEL 4EWB "1499-FREEPORT" GARAGE sWDM: LEFT PAGE: DETAILS 160 MPH EXP. C D - 11/25/19 1 scALE: 1/4.=1'-0" BID ST S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1 Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/7 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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. TRIM MANUFACTURER / ENGINEER NOTES/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,6W LBS SHALL BE FABRICATED W/ A 20 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. �� CJ1 CA GIs Z {dd� A O f.� O 0 caa G13 cJ1 E FRAMING PLAN SCALE: 1/4" = 1 '-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 J Jim SFp aysaiv Loa: ABBOTT PARK LOT #31 BLK. #S [PROJECTIP 04181.000-31083 moaaL: 4EWB "1499-FREEPORT" GARAGs sw:xo: LEFT PAGIM FRAMING PLAN 160 MPH EXP. C D O 11/25/19 sCAL>c:1/4"=1'-0" SIiSZT S3 r A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12' TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d X 1 1/2' TO TRUSS EA STRAP, FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE '# 1175 UPLIFT USP ROOF/WALL/FLOOR SHEATHING TRUSSHTWMA D (4) l tl x FASTENER SCHEDULE" TRUSS AND (4) ON X 2 1/4' TAPCONS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) USP 6", 8" x 4'-0' MAYBE ADDED HTWM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE 10 ADDITIONAL PLY MAX. TO BLOCK WALL )11 "x 2 TO ACCOMMODATE TRUSS TRUSS AND O CON' x 2 1/4" ANCHOR REQUIREMENTS. POURED TO CONE CONTINUOUS BOND BEAM POURED LINTEL ENGINEERED WOOD TRUSSES ® 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECTOR(S) SCALE: 3(4*=l'-T (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 6 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0' TO 30'-0- (1)'X" BRACE SEAMS) 30'-1- TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE 0 CENTER TO BLK W/ 12' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX ¢E-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 20 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. �1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34'=1'-0' NOTCH DEPTH 114'0 O ry/�--�Ii�OLE EDGE>&8" / /--ROLE DIAMETER 2/6.0 SGL. STUD OUTERq SPAN O PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' EDGE>&8" HOLE DIAMETER < 3/5'D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4'=1'-0' TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-O' PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-V O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLTW/2" WASHER SET IN HIGH STRENGTH EPDXY W MIN. EMBED. ATOC 218 G SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8' O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT, 20 SECURED W/ (2) tOds 0 EACH TRUSS TO BE INSTALLED ® 10-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG 4 GABLE TRUSS @ CMU WALL SCALE: v4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 wwwAbdesWngloup.00m AA #: 0003325 ti oil a� Mill sumiv. a LOTS ABBOTT PARK LOT #31 BLK. #8 P1tOJSCT 04181.009-31083 MODMI.: 4EWB "1499—FREEPORr GA1AGE SWt": LEFT PADS: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d Q EA. TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0' TO 30'-0- (1)'X' BRACE 30'-V TO 60'-0 (3)'X' BRACE (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALI FROM CENTER TO END. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2z4 BLOCKING BETWEEN TRUSSES �` WHERE X-BRACING IS PRESEM AT 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL "",•,•"""' �"• TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' 0/C AND APPROVAL SECURED W/ (2)12d's� MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:X4'-1 0' PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-774-4078 www.abdes4Mgroup.com AA A: 0003328 J MOP ABBOTT PARK LOT #31 BLK. #S POJW -31083 MODULI: 4EWB "1499- FREEPORT" GARAGR SWUM. LEFT PALM DETAILS 160 MPH EXP. C w F W GA9LE-ENDf_2:_1 HPaaGF �'--A ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-1 ZONE 1 =18.56 PSF (28.56) ZONE 2 = 32.94 PSF (42.94) ZONES = 56.39 PSF (66.39) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -0.18 ROOF DUPFWAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 CDX EXT. PLYWOOD, WITH Sd 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 0 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. CIA. SHANK TENSILESTR. SHANK 8d RING SHANK 2 1/Y 0.120" 170,D00 RING SCREW SHANK (16-20 PRINGS PER NCH 8d SCREW SHANK 21/2" 0.120' PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAILS TOOL ASSOCIATION (ISANTA) ESR-1639 EXTERIOR 1MEA7N1No USE 112" COX 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 & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6- O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES • J J❑J W . Y = U J y coo Z m � a Y Z � v O Z w it N h GG . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACER AT EACH END. RAFTER OR PATRUSS RnnP clacerHlNr. _� N L 11 111.1111,1111,1111,1111,_`' ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE 940 FRAMM Bd RING SHANK GUN NAILS N 6" D.C. IN FIELD: ` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS (Q 12" O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O. FIELD J\ TYP. 3/4" T&G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORYEATF6t NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 6tn EDITION ALL EXPOSED EDGES OF CONCPETEA�TO BECH9kfHi�3/4', ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE VAPOR BARRIER PRODUCE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRMEUNDERPll SlAB5D4GROl#D1"4BIE INOICAT®ON YLEND CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb -1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SEAMS LAPPED B INCHES E TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION. LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORM'"WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE, NAILS. SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE PORM-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, 6tn EDITION. SEE NAILING SCHEDULE ON PLANTS, 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 STRUCTURALDEPENDING 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. I THE STRUCTURES 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 INACCORDANCE WITH THE ACI WOW TRUSM" 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 STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGHED AND REQUIREMENTS AND SLAB-ONfiRADE THICKNESS TO HANDLE CONSTRUC7K)N LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448. GRADE A, AND SHALL BE HOT-0IPPED 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 `TPINVTCA 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 ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD tlon-Concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR ROOF PROVIDE 36"x 36'CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING MI ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 58.1-1 INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. pff TOP CHORD p TOPKID CHORD (7 psf ASPHALT SHINGLES) s GYPCRETE) IT (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MAN UPACTURER'S INSTRUCTIONS. S 1 D psf BTM CHORD 5 Oaf BTM CF10R0 5 p r BT C THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH OFLOAD t0 RESIST WIND UPLIFT: 101391 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 PET WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED=180NRi SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING - 7-10 ABBEEXPOSURE C, RISK CATEGORY IU S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(ASCE LOADS: UNINHABITABLE ATTIC ATTIC STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: STORAGE: ATTICS AND ATTICS SERVED WITH FIXED STAIRS: ANDWITATTICS WITH 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 40p f, GUARDS NTS: AND DECKS: 40pai, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR 70 MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40� 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 DRAVANG REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS 70 QUANTITY, LENGTH, ELEVATIONS. DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULARSIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CEO, GRADE Rn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT M C AST416, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED. OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED Wi A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE FOUNDATION/ SITE PREPARATION: TO CONSOLIDATE GROUT. LATEST CATALOG. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. HORIZONTAL AND VERTICAL MORTAR JOINTS AN EXCAVATIONSD SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D7557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDVOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksl FORANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADES, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E ORS, Fy = 35 ksL TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRAOE SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.CCOLUMNS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS NTH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"N- PRIOR TO THE ADDITION OF PLASTICIZER BE BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE RECUIREMEVTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIMESTNMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 9D MINUIES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF OWNERS THE TESTING LABORATORY TO NOTIFY THE REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THEABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOW&: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUNDATIONS) B FOR CONCRETE EXPOSED TO EARTH KOM WEATHER 1-1/2" FOR #5 AND SMALL 2" FOR 06 AND LARDER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 14W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIDE TYPE SPACING RE1MR16 APPLIGTKXJ SDE TYPE SPACING REMAW(8 I TFUPoRNGTO CA9EIMRDEN. COL GMAGE DOOR BAG( 1/d"DI0. TAPCON MY90NRY 11M"EMBED., d"ENDD-, MA90NRYICONC. NAILI-LONG, SGC TO MA90NRViCONC. NOmmm FASTENER 3O� 11'EDGEDIBT. --or----. CASEHARDENEDCOL 0'O.0 WNDOWIOOOR/FASTENED GARAGEDOORBUG( 1n wi E%PAN9Nk1&JLT 2d"OF CEMBED., CENDDIST, UPT.SEENOTE6 NAILI-LONG. STAGGERED INTO AMSOW3Y/GONG. TO I.W90MYIOJNC. w-ER 3- EDGE DES WNOOW HJIX CASE HARDENED COL I- WNCOWNDOfUFASTENED METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING ix PT, SEE-. NNL I IYC LONG. STAGGERED INTDnwwwYlOONC. MASONRY/GONG. REQUIREMENTS EXT, 9NNG DOOR (o)3IIC' "TAr- PD IWEMBED9`ENO. NON.... WOOD i/Y E%PM181- d"EMBED,C'- 24 dC EU 2. PT, SEENDTEe WASHER FA­16 DI$T., 1IG-EDGE D6T WALL IO.-C. SAE w,-.BG.T D T.,3'EOGED- txPTWNDOW9JCK 0.136°PAFx31,e' 9`dC d'EN0. D19T.,11? PT TO STEEL COL.,SEE NO ES W/WASHER STAGGERED EDGE DIET. NOTES 1LES 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 FASCA 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 S. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIORS WING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x 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 wwwAbdosigngroup.com AA #: 0003325 C b 9 fll a IA umIry as LoInBBOTT PARK LOT #31 BLK. #8 IROJE10 04181,00-31083 MODRIA 4EWB "1499-FREEPORTf1 GARAGE SWINO: LEFT PACE: DETAILS 160 MPH EXP. C DangT A 11/ 9 acwiaL 1/4"=1'-0" s -d qp w