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A"- 9� 99 828 -4EBB-CAL1 HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REV1�w���p YR�1 of p�. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HOftTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS "pLO(� L�IIRMN C001, em L�%TTIDN (m) -ALL, LOCAL, AND STATE •OCCUPANCY -OCCUPANCY •CONSTRUCTION TYPE INTERIOR FINISH • BASIC WIND SPEED • EXPOSURE •1-STORY RE IDENCE •2-STORY RESIDENCE FASME lIAL, CODE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=180 MPH vend=124 MPH - C - - NAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C "A,°T AMP. CL' CAB. ccc. CLR CONC. CPT. C.T. D. DEL. D.G. DIA. DIM. DISP. DP. DR Ds. Dn. D.W. EA. EQ. V EQ. M. aIPX P.G. FIN. FLR FLUOR. FRc R GGAR DISP. G.EI. GL. GYP. BD. HB. H.C. HDR. IFINSULRHT /NT. ABOVE AIR CONDITIONING AAITERMABLLE AMPERAGE BOARD NT RLINE CABINET cElLwc CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUALGLAZED DIAMETER DIEFOS L DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL N EQUAL EXHAUST EXTERIOR FueL GAS FINISH FLOOR FLUORESCENT FOOTINGNCHDOOR GAUGE GARBAGE DISPOSAL GROUND-FAULTINRRCiRCUIT GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER INSULATION INTERIOR LAV. LUM. M.C.TE MIN. M D. Mn. N.T.s. O.C. PL P.B. PH. PLT. PLYWD, PR. P.T. R. ROD. RA.G. REF. RM. R.O. S.C. S.D. STI. SHT. SHTHG. IM SL SEGL. STD. sws TEMP. THK. T.O.C. T.00.S, TYP. U.N.O. V.P. W. wo. WDW. wi{ LAVATORY LUMINOUS ME�� T MINIMUM MOUNTEDTEB2FSHOLD METAL NOT TO ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RAINS RETURN AIR OLL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE HUNGDETECTOR SINGLE HUNG SHEET SHEATHING IM SIMILAR SLIDING SLroINGGLASs STANDARD SHEAR WALL SECTIONTEMPERGLASS THICK OP OF CURB TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER oD WINDOW WROUGHWATER T IRON TER DATE DESCRIPTION mbAb i0'8 WM ARCHITECTURAL SHEET DESCRIPTION olnb/ID Zon R DATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING 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 m�nrnm m'sN-rediEO OMM SINNG ELEVATIONII ADDED o&%16 mW RE -Lee m �A9M REv1610N PER BOLLES 06MM CPS RE 07)19/19 ADDED CURBLE88 POUTER AT GARAGE DETAIL (FORT MYERS) OI/9TR! PLAN MAINTENANCE D3ROJIS REVISED LINTEL 812$ AT R87PR 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 04R4AS ADD ADDITIONAL RECEPTACLE N GARAGE PER ULL SATSON (MELBJ SQ.FT. CALC.'S 04R4/H REVISED HVAC VO "S ON e(FT CALC 8CFEI UU O• M oblRAS ADM IXIERIORMOW DEEP FCOTINORTAILI/8LIA(OFIL) LIVE A 430 W. FT. GARAGE 430 SQ PT ENTRY 16 SQ. PT. LANAI W SO. FT. TOTAL 2362 So. FT. OiRVB ADDED LED LKd4T8 • KITCF$i 1 BATH PER MARC BOUEB O1/IeIIS ADDED STONE OPTION ELEVATION C 1 D (TAMPA) e9ANI8 ELEVATION Ys' SIDING -ADDED LOuvele • GABLE ROM 10A26AI9 ADDED OPT. W-O' CEILING W04TS ®I(OIRO REPLACE USP CONNECTORS 111TH SA IPSON CONNECTOM "MO REVISE ENKAVENT RADON PLAN DIMENSIONS STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2 —DETA PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG PG S3 1FRAMI G PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG SNi—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 ORDER TO OFTHIS PROJECTGOR BASED OTHIS EXPLANATION IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR WFORMATION) 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 RESPONSIBUM FOR MTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCT[ON BASED ON THE DRAWING SET. Ii N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 000332E all scr>aD><v as IioT: ABBOTT PARK LOT 5 BLK 10 PROJECT* 04181.000 05104 MODEIt 4EBB "1828-CALI" GARAGE BWXNG: LEFT PAGE: COVER SHEET 160 MPH EXP. C PI%Drr DATE, 04/08/20 SCALE: 1/4"=1'—C" 8*1ZET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 0 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. WM 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, ONSITE 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 CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER 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 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 ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8114CHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/, -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 18 -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 54INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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 TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER i. 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: 1. 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'W 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 COVERNiGS 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 EXTERIORFNNSHES 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,1/7 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-1063-11A & 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 AND R703.7. FUM RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CE UNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS 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 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. �1 1.441. N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaslgngroup.00m AA S: 0003326 akgp 7 i Smwiv. de LIT: ABBOTT PARK LOT 5 BLK 10 PROJECT# 04181.000 05104 MoDEsa 4EBB "1828-CALI" GARAGE SWING - LEFT PAGE: GENERAL NOTES 160 MPH EXP. C V iF- 39'-8' piil!o� � u - r - r � ►I I � So o r r r - , �, r Pa LIP's - r ►a o �t Q r r • . ® AS : o BLDG.PER CODE 0 • � � o � oWAOE_ �•® r I .,1 0 o_ - r INN Omm r :I oliUla- !olliil!o t1 oiliiiiiio oiliiiiillo FLOOR PLAN SCALE: 1/4' • P-0' MM CALC. S LIVING 1820 SQ. FT. G4R40E 430 SQ. FT. ENTRY 16 SQ. FT. LANAI S8 $a FT. TOTAL 2362 SQ. FT. 11 8 FF�IEaRO�IL�gDIDd 01 10 BONNIE ME MWHYW(W Mi MOTTLE FOOIAR MIN. WINDOW to 5 34/-45 CRITERIA EXTERIOR SWMG 18 5 33/-43 DR. MIN. CRITERIA SAD. MM. 41 5 3V-3% CRITERIA WPO10 O)dD. 112 5 282/-319 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT - # 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER._qMDAIDOWN TOP PLATE B T BAR DETAIL A SCALE: I/2 •I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 44 wAft I alp' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-i078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 E till h , stinDiv. as TLOT ABBOTT PARK LOT 5 BLK 10 PROJECT► 04181.000 05104 L[ODEIa 4EBB "1828—CALI" GARAGE 9WING: LEFT PAGE; FLOOR PLAN %160 MEN EXP. C L m'mn�.,\ �.mm��mnm_ �:m�mmmm�mmn�mmn�,.- � � �� i� IIII ■ 111' -- - Ii�► i�i i�i� I I � ■■■ o ���� ►�� �■�� ���� IIII ■■ ■■ IIII '' ►�� ►� i■� ►�� MIXED !� IIII - �II�i I■� i ICI I�II�- I � _�n - FRONT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH NOTE+ WALL FENESTRATION FLASHING AS PER FOCR R103A OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC = 2364 SQ. FT. NETFREEVENTLATON AREA REQUIRED 1/3C0 REQUIRED VENTILATION AREA = 2364 i30D 7.88 VENTILATION AREA SQ. INCHES PER FT.(1" 1134.72 SQ. IN. MIN. REQUIRED VENTILATION .5X 1134.72 IN UPPER PORTION OFATTIC - 567.36 SQ, IN. OFF RIDGEVENTIATION AREA US SQ, IN. FERVENT 56736 /315 TAL80FVENTS REQUIRED C.TE057 ALROF VENTS PROVIDED • 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, IESSTNE OVERHANG EXTERIOROF WALL TO EXTERIOR OF WAL NOOVERHANGSINCLUDEO Fol WE a LE OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 • Y-0' TEXTURED FINISH I-� �o �o 0'-0' FIN. FLR _-_-_^------ _----- -----_---- -_---_ S'-0' l HGT.vo, —im - 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 . P-0' TEXTURED FINISH •►0—q & FIN. FLR -0. u BRG. W.T. '-O' FIN. FLR 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA N: 0003325 1 glib a av�a:v mm; ABBOTT PARK LOT 5 BLK 10 Pl%OJICCTp 04181.000 05104 MODELc 4EBB "1828—CALL" GA AGE fil LEFT PAGE: ELEVATION "D" 160 MPH EXP. C .=`.PA D � 04/08/20 aCAI.E: 1/4"=1'—O" Ell A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GeV OUTLET 20 Mr SNgLE POLE SOV OUTLET ICU OUTLET OF OURNT WPM TO aNTCN jyM IOV CUTLET W (PALI TjP� �7 RdN6TANT TTFEI 220V OUTLET to WWa txNECT1GNN EM. WATERPROOF 1m)1LNr t GUTC14 SWITCH 3-WAY OPER SWITCN 4-WAY ORM F O aw.L IVOINRD �' ./ LUI6R CEILING, LINT O LED CIA LIGHT Ovp LED VAPOR PROOF Lahr OVP VALOR FRROW LISNT Omcasm CAN 0 VENT. PAN I OM PER SQ PT. VENT. FIN YILIONT 1 CM FEIe a6 A. V P1xnaE raft's 1WD sY ® 2-BULB SeAI• ARmSD ENT ]-MLOmooY2eAP � L AR2UD { T FLUOPNEICM Y 4' PLUONS"C"N" Q�� r p-1 O 4' TRA4%LOW PAIL db MOTOR B.D. SMOKE OEfECS01e S(.NSRSIIIS ISO L.}'J DETECT m WLHSmIIs ® 6'O CAI MM MCNOOdICS, immix o6rocion CGTlO UNICORNS. NNt�E�e•CONNECTED op NOT LESS Till 4' PENDANT LOW LF� NAhORAL OM GUrLNT TELl11Rf JACK � Iw,NRI44TNR ra.�.,.1rt�e •,2 ascoNacr ' IXSGON w as Aw GN I"CN] 710LEVISM JAM CELM n SUPPORTED N OTo J J-mm NUAIRCED AaA/ U N POOR a CNL►IG, PMN.ISHIr TO M al#TORfND N Of WQK MfiMACCORDANCE I'IAIR� S. Fee aa=- 24' N-A DESC W Lam STRIP so- OC.4NOROCOM nnnmm�nnn Y' NCOO Laver sTIIP PLooD Lour KP op SEOStl7Y IGIIAD • PD. PUS .mUTTCN Am CH87U use FERN • LOCATKN OP TV JACKS A PNOE OUTLETS, 4 FANS TO RS VIEWED IS NCM1ECE ER PR!-CONSTRCTICN MONT • ALL E�4 20 MT WRNICN CIRCUIT'S TO EW ARC FAULT PROTECTED PER ELECTRICAL PRDV ICONS CP mm STY ro1T101 P1MV ]IOL 7l4 EDIwd1 4 PEG • 20 AMP 06DICATM LAUNDRY CIRCUIT. • GIN IS ISLAND (NOT ON KITCHEN CIRCUIT) • 016WLWA M DISCONNECT TO EO LOCKOUT N PANEL • DATWP40M EM"AT PAN TO WAVE MN. CAPACITY OF so am INTERMISECT"mw '� MR BL6cnw-4L PROVEN" a • LANORY ROOM RECLPTAQ.E HALL WE GROUND PAULT CNR=T-NTERaIP" PROTECTION MR PERSONNEL ON pencom EEB MTSOC • MON N1 ETALLIC CCALE RR ELECTRICAL PROVISIONS, OF • ALL WOW To COMPLY WITN ELEc— TRICAL PROV161oNE a TWE tASCR ATu m nau . u 1 1 I SIE Sal weTED EY su Dwaa AND 11 METER FIELD V� Y COACH LrA4T -- r-------------------'' ELECTRICAL PLAN SCALE: 1/4' . F-®' MTD. LIGHT TO ME INSTALLED, PROVIDE J-COX FOR OPT. FAN WP Panel MAIN -A PANEL; 8116wpert bleaker VOLTAGE: 120124OV-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3 01 CuTHWN S 1-#6 Cu (G) In 1 12' C. OR 3-#2A AL TMNN S 1-#6 Cu (G) In 1 12' C. YIk. Pala b De waaa ICI-Nila"I watt I b atr Pqa wln ell 1 m Ect4Aer RaWbcY OFl4lU0 i21p 1 2I ISM. Nz 2 m I.IPMm r+mP WOOD a s a a saw Nc c.u:1 >s z a s , 7 e PANEL -A PANEL; 42 cR 4eakN VOLTAGE: 1201240 V-1 Ph MAN: 150Amp M.L.O. FEEDER: 3 #1 Cu THwN S 1-#6 CU (G) In 1 12' C. OR 3-#2A AL TFMN S 1-#6 Cu (G) In 1 12N C. win, I Pa. I a4 I TMmn m wam amn ci wt wa1n Damn am m Fa. wlp to 1 m anal iI— jam 1 2 M Pane w 2 a a12 1 20 Mkro—)Nava GFI aw a 4 N2 I 1 I m —APF— 16m 6 a 4NPp wrta H4rm 26 2 N0 e1z I 1 I m I Ism i e 012 1 m DI. Rs AFC I= 1 10 1200 q NOR m 1 n2 N2 1 m S. 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R. 6454 HWHa 1 at 65VKIQII at 100% 65 Teel oan.Y Ly. a Pee 6549 Cldq TGlalwalb G4laal U. a Rae P—A 9 617 5519 �/ 11•--'--11 1 I L I a I I � I I I I L i 1 - I LED LIGHTING @ DOUBLE LAV. OUNER'S MATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE6. A ELECTRICAL MATERIALS AND NGTALLATIGTI6 SHALL COS•LY UT14 ELECTRICAL PROVISIOB OF THE PICA=Lu EDITION (20M) LOCAL COME, AND ALL LOCAL rOUER COT'IPANY RECXIIRMIENTS. Q ALL CONDUCTORS SHALL GE TYPE TNSN(TNIN UrLL88 NOTED OTt4M WW- POUM COMN•A TRANePOR9OR PROVIDE 00 AMP. "440 VOLT. I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE S 9 COPPER (CU) N 1-I2" CIA 6CNEDULE SO PVC CONDUT OR PROVIDE S •JA9 ALUMINUM (AL) N 2" DA SCHEDULE NO PVC CONDUIT tkLen SERVICE 16 PROVIDED BY TWO ELECTRIC OQIANY. C00MMA7E WIM TWO ELECTRIC COMPANY PIRICNR TO DID. I V'6' I' LED LIGHTING ® SINGLE LAV. • MATH -2 F CIL TWAIN .Rix CU IN 2' CONDUIT OR S . PG, ou IN2' CODUIT. EIMe"TE ABOVE SOP PIT • OVEA8IAN&) C4I"DNATION SERVICE E0 AMP DISCONNECT SWITCH AND 004140 VC ELECTRIC MOTOR IN PLO M ham mENCLOSU E PANEL BOA2P TELNPHONO SENILE Ll Ll CAELN TOLKYO CN ENTRANCE *Me. R E rommu2 EQUIPMENT NGL#FMER NTERSY&TEMT SOUNDING TOSOMM L AT LOW VOLTAGE CONNECTIONS ( a4 Cu 6~011 GROUND CONVECTED To C24CWTS 04CAND POOMM STEEL PER ELECTRICAL PRROVISION6 OF TWE PWA &U4 EDlr1ON r]aTz SA" CIA X S PT LONG, COPPER CLAD GROUD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX- 407-7744078 www.6bdosigngroup.e m AA S: 0003326 a� u o BUBDM la L02% ABBOTT PARK LOT 5 BLK 10 PROJECTy 04181.000 05104 WCDELA 4EBB "1828—CALL" GARAGE 011ING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 2j s VM � I\ 1/2' V2' I \l I 3 I 2' LAV (a IR2 I 3 I� I 2 SIAM � 1/2' 2 WASHER n KITCHEN SINK W/ 2' V AUTO VENT 2, I Ild� I-k--ITUB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: V4 . V-V' TO I N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 www.abdoeigngroup.com AA N: 0003325 L14 0 q BU13DM as X,07 ABBOTT PARK LOT 5 BLK 10 1aRO""* 04181.000 05104 UODSLo 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICM, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLABB FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL. CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALL$ SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. 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 PANTEC4 DBF BOOSTER FAN OR EQUAL. FANTECH DDF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOSE ALL HVAC TO NAVE PROPER PANS LW DRAINS ATTIC �.ciun�a O O EXTERIOR WALL pLEy 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR HANDLER—,1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY d PVC SLEEVE TO LINES BELOW SLAB i REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL ISLDG. CODE SECTION 301.2.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK �— BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L*HT O/A OUTSIDE AIR ® THERMOSTAT I9 PA88-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/161X2' TAF'CONS UNIT SIMPSON WB ROLL STRAP OR EQUAL N11— 4' CONCRETE SLABfGAJIR BHrnT. MTL. SCREWS (2) CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER MEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG "FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 860M INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/81°EC FLOOR SLAB CLEAN -OUT (T_P.) FIN. GRADE OR PAVING SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP M MECHANICAL PLAN SCALE, 1/4 - F-0' NOTE: ALL MECHANICAL EQUIPMENT SMALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 0 a UNT. M.''. ..1 W�Y ECTsazv ae IAT: ABBOTT PARK LOT 5 BLK 10 PROJL'CT 04181.00 05104 MOaS1a 4EBB "1828—CALI" 0AFt"a EWMG: LEFT PAOZ: MECHANICAL PLAN 160 MPH EXP. C PRINT DATO 04/08/20 ECALte: 1/4"=1'-O" 8x1Ca'T M1 2X4 TOP PLATE PLAN Y PRE -FAD TRU66 IR' CLG. DOARD IR' DRYWALL SECURE SIT. 2X4 WSTLIOS D PLATE TO SLAD or_ W/ Wd MASONRY NAIL • 32' Or — MAX SLAD NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR T ' 4 TYP. INT. WALL (NON —BRIG.) D1 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.1.1 ON J' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE PRE-ENG TRA66 2x FASCIA PER 710A ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR_ ¢/S' GYPSUM Bd OR 1/2' HIGH STRENGTH CI-G. BOAR 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH_ BOND BEAM D1 ALE:3/4'.I'-O' SEE ENERGY CODE FORMS INSULATION R-YALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' Cm 1/2' GYP. X. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER ►30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R105.1.1 ON 00J3. 6WEAT14ING OR 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 MASONRY J, 0'-0, FIN. FLR 4 m. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION W5.I.I - FOR ROOF SLOPES 202 TO LESS THAN 4:12, A (1:)1—STORY HIP_ BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D� SCALE. 3/4'.r•0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 496S TYPE IV, OR ASTM D 6151 AM am LN : f FYC GLGM roIGaAG ua ay: .` smD sAGG 28 GAS LINE THRU BLACK FIBEWAA86 SHINGLES OVER G30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON Ik O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-m' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK 2 COAT---- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L N' THICK 2 COAT - FL.AGTER APPLIED DGGE0ILT' TO MA/QRT imm REQ REQ r3'� GARAGE DOORJAMBS D1 SCALE. 11/2'"I'-V GGMOE MAD CMII G0 21 TOML MR 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON i' O.SJ3. BTIFFBACK AT ALL UPRIGHTS SHEATHING OR k COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'-0' FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER PER ELEVATION Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FOR" 1S FOR PRE-ENG. GABLE TRU86 INSULATION R-vALUES PER ELEVATION WEEP SCREED ble. GYP" \ HIGH STF ENGTNO� BOAR 2x P.T. SECURED PER STRUCTURAL DETAILS MAN INSULATION �. THICKPLAST OJT MASONRY WINDOW ATTACHMENT AS PER DIREC MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. 114, Fr 1/2, GYP. WL. BD. cm WOOD BASE T0'-0' FIN. FLR �. 8' CMU 4 a ,a 4 i W/ WINDOW OPENING Q� TYP. WALL SECTION ',!'l NO OPENING r5"\1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•I'-® wAft 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 L 6 0 StMDIR & LOT ABBOTT PARK LOT 5 BLK 10 PROJECT 04181.00605104 MODEL' 4EBB "1828—CALL" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C oe Lj�AR NO E072 f-pnw 04/08/20 SCALE: 1/4"=1'-0" SKEET D1 IT MIK TO ® \L6ECURE 2x4 ON-y FLAT TO BLK UV Cur NAIL6. GCVA 2X6 GARAGE DOOR SLICK UV (6) N )P W A-BOLT6 4' W IO60MOIT MM. W 2')O�WA%MR AND NUT BPACEB VBNLY Po FLOOR TO GARAGE DOOR MDR IN JOINT6 PRIOR TO ftLwa. 1-Z* K BLOCK • CENTER OF ® DOOR HEAOM WI) V"' J-DOLTS 4M'DIVIDEDMENT W/ 2'X2 W WASHER N 6- 1 OB Tl~AC7UIlW 'S INSTALLATION NSTRJCTION6 W4:I4E SUCH MTRICTION6 APE Mon WR 4EW GARAGE DOOR T BUCK ATTACHMENT rxo wo• 8' 1;I'6J V DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. Tf SECURE THRU FRAME 4 EXTEND I Yi INTO BLOCK W/ V TAPCONS El (MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y1 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 ARDiDOR BLACK +3 4 OR +5 4 SCALE, N.T . 2X4, m 8E OR OCK W/ i(r' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE J00 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 M' O.C. MAX SPACING. 2X6,m SECURE TO BL WR-i(r' TAPCCNS(MIK 156AW, SIZE 145 MIN. HEAD SIZ0goO MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. ❑ %i' DRY 2X6,am I'X4' OR BEA�� BLOCK /MIN. SHANK SIZE .14b MIN. HEAP SIZE 300 DOOR MIN. EMBEDMENT I Y4) ATTACH WITHIN 8' OF EACH END 4 MANIFAC WALL I'X2' P.T. NAILER CASING JAMS OR WINDOW TO 2X PER TURES DETAILS, IS OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +i-1 2' WI[NDIR TO BLACK +1-1 " ALE, RTA 2X4m SECURE TO BLOCK W/ Il(r• TAPCONB (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX 6PACIN6. "AT BE ON OUTSIDE 4 2X6=w SECURED THROUGH SE�STO BLOCK W/2-Yo' NON-STRUCTURAL i(6' TAPCON MIN. I (MIN. SHANK SIZE J46 T EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2)0, SECURE TO BLOCK W/2-i(6' 7{6' O.S.B. X 4' MIN. (MIRTAPSW B (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. 16. O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +i-15//1�" i1 111MLDOW TO BLACK +1-15/18 " SCALE, N.T.S. 2X4,m SECURE O BLOCK W/TAPCONS (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGHy SECURE TO BLOCK UW-V.- NON-STRUCTURAL TI6' TAPCONS TAPCON MIN. I Y1 (MIN. SHANK SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CMU WITHIN 6' OF EACH END 4 DRYWALL 19' OC. MAX SPACING 2X8� X4' OR I'X2' P.T. NAILER BLOCK W/2-Va' CASINGSEGO jrl'; (MIN. SHANK SIZE .141, MIR 14EAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) H TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. 18' O,G. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR inl DAOLCK22 NTBOK.1/¢ 2X4m SECURE TO CLOCK W/ �6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X ID'O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2 'X6' F1(►, TAPCONSO TAPCON MIN. I-Y4' (MIN, SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 . cm MIN. EMBEDMENT I Y4) •DRYWALL WITHIN8' EACH END 4 IS' HIN MAX SPACING. OR I'X2' P.T. NAILER 2X8mp F4' SECURE TO BLOCK W/2-i(6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 161 O.C. MAX SPACING. MANUFACTURES DETAILS. ,10,4 Wn Y,mDei roµY!J wmo NOT TOmwir) DOOR JAMS TO BLOCK +3' I� 1f1ND011 70 BLACK +3' L;JSCALE, N.T.D. 2X4m SECURE TO BLOCK W/ Il(6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN e' OF EACH END • NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST 15E ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/2-V6' NON-STRUCTURAL ' TAPCONS(MIN. 814ANK SIZE TAPCON MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4 J 6' OF EACH END 4 8, CMWITHIN 18' OG. MAX SPACING K• DRYWALL DRYWALL I'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIR SHANK SIZE STRUCTURAL MEMBER J45 W92)12d WITHIN 8' OF EACH MIN. HEAD SIZE JIM END 4 6' TO 8. O.C. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.G MAX SPACING. TTACH TO 2X PER MANFACTIIIRES DETAILS. NOTE. 814IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAUB TO BLACK +3" i>1 1RND01T TO BLACK +3' ` SCAL , RT . 2X4m SECURE TO CLOCK WIY4 TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OJT. MAX SPACING. SECURED THROUGH 7X6,m NON-STRUCTURAL V,' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Ys' TAPCONWMM. SHANK SIZE EMBEDMENT INTO CLOCK .µ5 MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT I Y4) , DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X6® SECURE TO BLOCK WA-1/4' X6' O.G.B. X 4- MIN. TAPO" (MIR SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MISN. EMBEDMENT I A J DOOR JAMB OR WINDOW WITHIN8' OF EACH END 4 ATTACH TO 2X PER 18' OC MAX SPACING. MANUFACTURES DETAILS. MDT4 M"m, -PL"J ( NOT DCip DOOR JAMB TO BLACK +3-7/1e' A TO BLACK + —7 16" G SCALE, N.T.S. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SETAPCONCLIRE BLOCK W/1-I/4' NON-STRUCTURAL V6' TAPCON MIN. I-Y4 (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 g• GI'RJ WITHIN 6' OF EACH END 4 Yj' DRYWALL I8' OG• MAX SPACING• I'X4' OR I'X2' P.T. NAILER 2XSmo SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN, SHANK SIZE .145 MIIlL HEAD SIZE 300 MIN. EMBEDMENT 141) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" A M C + 4' H SCAL , K 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA N: 0003325 Q ii 111yyy b a as><Z G Jk LOT: ABBOTT PARK LOT 5 BLK 10 PROJECT#I 04181.000 05104 MODEL: 4EBB "1828-CALI" GARAGE >!WDM: LEFT PAGE: DETAILS %160 MPH EXP. C ROLAW A A9000FAM L AR NO 9V= A DamwT APS: ,104/08/20 BCALE: 1/4"=1'-O" 8*1z T D2 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 2017 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 10441.4 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 12/32/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 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 F1.17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/26/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 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 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH:407-7748078 FAK 407-7744078 www.abdaalgngroup.com L AA 8: 0003325 w lall i s ual)XV. a L+OT: ABBOTT PARK LOT 5 BLK 10 PROJWT# 4 1. 00 05104 1JODJOIs 4EBB "1828-CALI" GAItA0Z BWDFG: LEFT PAGZ: PRODUCT APPROVAL LISTING V.160 VFH EXP. C ROLAFD A. ABOUt*I*M L AR NO 9UM j DaWT ATTr.. 04/08/20 BCALM: 1/4"-1'-0" Bx>ca"r D3 PRNFOR'ED CONTROL JONT FL/NaE OF CONTROL JOINTS Td BE "RED TIED TO LATH a S' O.C. MAX (VERTJ. yQ$L DO NOT MTCN COMINUM JOMT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WV SEC! E�CONTROL�To TEMP. JOINTT DWtM INSTALLATION —� FASTENERS TO BE (PACED • I'Or- MAX VERTICALLY 1 M. QC S COAT CEMENT WINS, LAYER 4, PORTIFIBER BULDNO PAPER APPROVED METAL LATH FASTENED n' (VERT.)O4 MAX AT ON -PORTS Will LAYER q STUCCO "RAP WOOD "ATHING a+ar�n H LATH SHALL NOT UOMr TO S. CONTRVONT .• TO.• n TH JOWS B CONTROL \ JOINTS BUT DH�AW.L BE STOPPED AND TIED AT EACH SIDE PER AGM CIB63 PROVOE 2X4 BLOCKN6 IJBU PLACED FLAT MAX. 6' TO &' FROM CONTROL JOINT WI$! / CONTROL JOINT FALLS ON NOTE,\ \ ASTENERD FOR TO NAILS OR" � / STRUCTURAL STUD LAN BE ` STAPLES N COMPLIANCE W/ ASTM 0063 2. WPM TIES TO BE (NO. W OAD4111• MINE / 3. BLOCKM SHOWN MAY Me N ADD) \ TO WALL SMS MOWED PER PLAN OL—N1141M.Pr.A ®FWLD O IsT.A M. A L f#IM.Pr.6 IL CMIAM . PT. c sea" mxpm� OW twa6 o a11I.Ale l:,.. Sxnm wM aEMOa "ATw61y MCW CIY.Y ►MTV 4' *a I'" FAO= WW OLFOLDNlR#".M.A >.OraAr . Pr. s • ® LItlLD NYIO.R.A 2. ptAK . Pr. a & CISMR . Pr. C 4 Few Pr, c oVBT PT. a TILL Pr. o Tallow" WtoTTpf FLANaW FLAN N mmcm. 3 COAT C@'@IT mRANaa wM T COAT e O LT) APPROVED P DING MW SMALL EE LAL LAI A fill Q ♦• o VERTICAL LAPo ()ROLL EN4061 A 6' • MORUONTAL LAPS, ALL 6CM16 ICED TO BE TAPED WITH PORrIBER SMEATMNIIi TAPE / rrx L.v. hrx EAT" \ LATH VERTICAL LAP To EE I' 1 FETAL LATH IT WM LAYER'4 eTllcco uRAP UM LAYER R, PORTIFU&ER BUILDNG PAPER I 2 'T_AFZR LAP GCALE•I vr.r-o ® KICKOUT DETAIL INS ~ raF M cm imam FLAN6I7 y PLA04M (BE P=EraP RPF . - "we TOW !/AL noom am .p.a.iaaxaram r LAP.A' MID e 4 Au LAP 6101 LAPS OF METAL PLASTER BASE& SHALL BE SECURED TO PRAMING MEMBERS. THEY SMALL BE TIED BETVJM SIPPC M MTH 00416-11L (1]I-MM ) UWRE AT IMMRVAL6 NOT MOM TWAIN S• (226-MMA AS PER ASTM CI063 TAL Sm FOR REPAIR OF TEARS N WINE LAYERS, TEARS MAY BE PATCHED W A40UN WRAP TAPE PER MAMP. SPEC. OR PEEL A STICK WOOD arx SNEATMNG 6TUCC0 ;I Hi t3 COAT CEMENT METAL LATH UM LAYER RI, FMI P[BER BWLDNS PAPER UM LAYER'L Ill ~ • AR WOOD SHEATHING OR CMU WRB LAYER WI, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RDOF/WALL SCREED 5'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'x4' 6ELF-ADMEIlM6 FLASNING (COMPATIRW2 Wr Mom 4• WRRAP MATERIAL)OVER ArPRDVE0 Mom YARAP. PLASMN6 TO E)(TeIG ONTO PIPE On LEM PIPE LPENETRATION _. CUT AND OVERLAP ONE SIDE U� SELF-ADNEAM MEMBRANE FLAGMM9 STEP 01 INSTALL 1146TOW10 (OLIP6, &TRAPS, STAPLES) AS — IV.&U ED TO SECURE! MFW WIRE TO FRATBi6 W.6' 9EEP-AD4- R rorloo MATE FLAGMN6 (COMPATIBLE I1V MOUSE "RAP MATERIAL) OVER 4h4' SELF-ADNERN6 MRIMPAYE PLAS14M OVER APPROVED MOYSE "RAP. N deNaK TO Ef(TBt� ONTO PIP! CUT AND OVERLAP ONE 61DE OF SELF-ADNERIN6 MEMBRANE FLASWING WPM LAYER 4, PORTPIBER BWLDINO PAPER METAL LATH 6'a6' GOLF-ADHERN6 P11111'9BRANE PLACING OVER 4•A4' GOLF-AD$MPWO PEMBRNE FLASHING OVER APPROVED 4',W GELF-ADNERNO MEMBRANE W COW. BEAD Q SEALANT INSTALL APPROVED HOUGEMRAI• AIR INFILTRATION BARIBER OVER SHEATHING ELASTCMMC COATING OVER STUCCO/ C.V. PIN1614 (GEE TYP WALL SECTIOU SECTION PER SECTION R7 T Exterlor use of ponland cement planer shell comply elm the eppllcefl. requirements or ASTM C 926-12A. InstolleWn o1 exteda IetMng end frarning shell —dy vAth ASTM C 106312A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 www.abdaaigngroup.com AA G: 0003325 m goil O i I I Btmzor eG t o II ABBOTT PARK LOT 5 BLK 10 PROJRCT# 04181.000 05104 MODEZA 4EBB "1828—CAU" GARAGE BSI NG: LEFT PAGR: WALL ASSEMBLY DETAILS 160 MPH EXP. C P I-J 9 wo D TM 04/08/20 BCALM 1/4"=1'-0" BiMMT WA1 BAGGER ROD SACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE E)04ALI6T. SEn ��—E OF FLASWMG TO BE. 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO Be SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO AFL ALL SIDEE& Y1 CAULKING • JOINT AROUND PER SECTION R703.7 E)derior letldno and plazie ft 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 106312A. WPM LAYER -1, STUCCO WRAP 1 .: WOODED VENT J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANI.P. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (@ DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE—. FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALES N.T.S. ELEC. METEF VERIFY LO AAM=AA I V IfGtrG I V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC, METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND 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 WOUSEWRAP FOR SOX INSTALLATION WRS LAYER P, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS SOX, APPLY TO FAA EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC i In P]ffI� WOOD SWEATHMG MRS LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRJCTURAL MEMBER • T' OC. MAk T x' MID -WALL •' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BB'OIeB APPLYING — V FINISH • MASONRY HORIZONTAL WEEP SCREED {FRAME TO BLOCK) UIRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP 01 STEP 02 ti UERIB LAYER STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU89WRAP STEP *3 SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP Oro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #. 0003325 J �e FG IV. to LOT OTT PARK LOT 5 LK 10 CCT* .000 05104 L: 4EBB 28—CAU" sIC BWMCI: LEFT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATZ 04/08 77 SCALE: 1/4"=1'-O" all== WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 CORNER BEAD (FASTENER 4 SPACING * 1' O.G.) C -� cMu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVDi LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 §fsy �O Oi T T-. BUDDiV as LOT ABBOTT PARK LOT 5 BLK 10 PROJMCT# 04181.000 05104 MODEU 4EBB "1828-CALI" OARAGR BV ING: LEFT PAOR: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (URB LAYER "I, STUCCO WRAP) WRB LAYER e2 (FORTIFI5ER -- — — — BUILDINGG PAPER) METAL LATH x—x—x—x STUCCO wood eWEAn+MG I,�elerlVE �TW� \ 0= I�EeIeTIVE / �f.• jf T : LAI'. elclNf; , / ` 4' OW-ADWEIRM Y� • PLAOWM0 � a PLA64MG f �\ gi RRE818TIVE / eTARnsR eTRIP I \ \� DER McTIVE an \ R�ADWERMG 1 GALV'D MTAL GALV'D MAL K'PLAeWMG 'T R.AeWMG on i \ � / OAP UC.AULKM t F"DW { SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 L www.abdosigngroup.com AAN:0003326 iiQ t a 1It a aIII Jill I 111TITI aysDlV ae IAT: ABBOTT PARK LOT 5 BLK 10 PROJECT# 04181.000 05104 MODEIA 4EBB "1828-CAU" GARAGE awING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C oil —2x6 SUB-BANb W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH * WOOD I \\ 1/2' TEXTURED \ FINISH * CMU / \ j j a 1 METAL FASCIA \ WRAP ho' FROM \\ STUCCO, I' FROM --------------------------- a ,! WOOD WALL \\ \ \` r EXTERIOR WALL \ (FRAME OR CMU) \1 a �\ NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ®ELEVATION ®-'LAN A 1/0' TEXTURED FNISH • WOOD, V1' TEXTURED FINISH • CM METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR CMM) j WRC LAYER h, STUCCO WRAP (FRAME ONLY) U1RIB LAYER'2, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2X6 8UB 6AND c+\ ROCFNG CEMENT DRIP EDGE © FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF PECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 11/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 Sd SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK-OUT AME OR CMU LT 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/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 14 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX; 407-7744078 www.abdosigngroup.com AA 8: 0003325 0 NJ sulmv. ae L1oT ABBOTT PARK LOT 5 BLK 10 [PROJWT# 04181.000 05104 MODEL 4EBB "1828-CALL" GARAGE STf INCk LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXF, C =ice s :. T R04/08/20 1/4"=1'-0"A6 39'-B" 0� 3'4" 15'-10" 7-6" 9'-8" '-4" 3,-W 36,-2" Q TO OF SLAB Ok FM-12X12 \ �\ \\\`\ `7 4" CONC. \" �I SLAB w�I W F-24X24 11-0. *3112 \� 10 • I `\ `\\� - EXTEND FM-12X18 1 \� 4' PVC SLAB 1 1Y2" ,.1 `\\ CHASE \ I \ N OF SLAB \ ILL I • ;, \ \ I W I • +5 1/2 4" 17'1" 2'-8" 1I 11 3'-0" 5 m I 2 IN N I EXTEND I. 1 2 SLAB 1 1/2" - - '' 1• FM-12X18 °D )� ri 4" CONC ' I —.� ( w SLAB ) I 3-4" I )N a- 0_31 I ,71/2 i) 2 u J J c — 1.1 M 1 1 FMC-12X18 FM-12X18 v FMC-1 18 L 1.1 ,— — FM-12X18 — 1.1 J Ir 4 4 1.1 1.1 2'-8" 16'-0" 2'-8" 4'-4" Y-10' 101 21'4" 14'-0' 39 8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NGVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #6 BAR, GINDICATES #6 BAR,MINDICATES #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 0) 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. 530-131ASCE 5-13, USING: Pm 1,500 PSI, TYPE "M" OR"$" 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" 0/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 691 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1AxWIAOVER GENERAL 3 112" 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - ( s + "-0" FM-12x18 12" CONTINUOUS 18" (2)#5's FM-16x18 I CONTINUOUS 1B" - e - MC-12x18 12" CONTINUOUS 1 " - s 95 IN CUB VARIE 4" s 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-774-4078 www.abdooigngroup.com L AA #: 0003325 Q M ® Q y C � Ll J jilljon ffummV. Ac LOTt ABBOTT PARK LOT 5 BLK 10 [PROJECT# 04181.000 05104 MODETA 4EBB "1828-CALI" GARAGE awtxa: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C P-) \LC�ROI�D A ABOUlMIM AR NO W723 i 8CAL C: 1/4"-1'-0" 814EET s1 30" MIN. EACH WAY MONOLITHIC FOOTING } . y ... .y STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED —• "ate 4 CELL SEE PLAN FOR SIZE AND d 1 CELL SEE PLAN FOR SIZE AND SPACING v > . d BEREQUIREMENTS REQUIREMENTS v 11 1 •(--��.— Y_ '. GARAGE DOOR LLIV W_ I RECESS O a .• ..I FM g N 'Z 8" CMU WALL O � 8" CMU WALL .. I I .. f ��'�� CORNER BARS, SAME SIZE AS BAR W Lu B' 0 6Z 11 • TOP OF SLAB +- 0'-0" TOP OF SLAB d 'ITT J WAYOUNDATION AT ALL CHANGES IN DIRECTIONS I ...'-I $O THAT THE STEEL REINF. IS CONTINUOUS N y %2 ItoMATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE 48 BAR DIA. 4" CHAMFER (1 STORY) - WEE SEE SLAB SCHEDULE• TOP OF GARAGE I+I I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �L0 AT ELEV: W/ 1/2"ISOLATION JOINT (WHERE � i 6 CHAMFER (2STORY) 18" 24"JOINT W/ PORCH SLAB W/ 1/2"ISOLATION I 4" CHAMFER (1STORY) 1 . (2STORY)APPLICABLE) .: Z SEE SCHEDULE �„ N#3 (WHERE APPLICABLE) Z "`}}r----"8"CHAMFER i° i EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATONS AVING FOR WxD, BAR SIZE 38" 391 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS 09, 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING ,, EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE g BCALE:34"=r-0" - CORNER BARS DETAIL OPENING �`f@ GARAGE SCALE:314"=1'-°' ,DOOR I SCALE: 3/4"=V-0" `F SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON AILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVEERR STUD OF WALL W! PLAN w 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 294 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL WI SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED j W NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 4 GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" BYM. PLATE TO BE PT. W/FLANGE Q BASE a I EPDXY. MIN. EMBED TO BE Pi. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECg RE B MASONRY 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC o O FOLLOW ALL MANF. = SIMPSON SPH4 OR SPHB AIL 16" O/C STAGGERED. i•> d' SPECIFICATIONS FOR V) I BTM AND TOP PLATE ADDITIOAL METAL - Ar SECURE FLANGE TO = USEAND H coo PREPARATION OF ANCHORS W/ 10d x 1 1/2' CONNECTORS NOT REQUIRED WHEN NO SLAB W"4) 1/4" X 2 1/4" f7 v HOLE. COMMON AILS FILL ALL to N UPLIFT IS PRESENT. TAPCONS Z w HOLES, 00 NOT USE I Od W ,yl x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE .� TOP OF SLAB ` TOP OF SLAB -�N=AND 4" CHAMFER (1 STORY) 8" CHAMFER (2-STORY)EQ. EQ. SEE SCHEDULE ULE FOR WxD, BAR SIZE SIZE 5 ADDING BAR TO BAR QUANTITYNTITY SQALE:3l4"=,'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR CURB FOUNDATION WOOD WALL 8 6 7 SCALE:34"=1'-0 (NO UPLIFT) SCALE:3/4"=1'-0" SCALE:3/4"=V-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED AILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD - ' OF WALL W! PLAN SPACING REQUIREMENTS Z 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING f WALL WI SYP No 2 STUDS SEE Q a: PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL ¢ w m 16" O/C STAGGERED. ADDITIONAL METAL U ii CONNECTORS NOT REQUIRED WHEN NO CL 6" CMU WALL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYR) '+w•. 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE N.; 2X WALL FRAMING SEE SLAB SCHEDULE M" DIA. SIMPSON STB2 BOLTS S' +- 0'-0" TOP OF SLAB Z • "ISOLATED" COLUMN PAD �"' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND "• m ° ' CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX •°"y " POURED LY WITH i - --ir FOUNDATION AND SLAB ° SEE SCHEDULE SEE SCHEDULES 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 FOOTING AND COL. PAD BLOCK WALL CONNECTION `'7 SCALE: 3/4"=1'-0" (NO UPLIFT) 10 _ SCALE: 4"=1'-0 ( I I SCALE: 314"=V-0" i"i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngmupcom AA M: 0003325 q gg LLLJ eUDDIV. ae LOT ABBOTT PARK LOT 5 BLK 10 PROJECT# 04181.000 05104 HODEL: 4EBB "1828-CALI" GARAOE SUING: LEFT PAGE: DETAILS 160 MPH EXP. C R4L j0 A MDUMACRA L AR NO 93M D 04/08/20 SCALE: 1/4"-1'-0" eI•IEET S1.1A 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 F'N: 407-774-6078 FAX 407-7744078 www.abdesipgrolip.com L AA#:0003325 e Jill � x o MO avaa:v ae LOT ABBOTT PARK LOT 5 BLK 10 PROJ'1 0" 04181.000 05104 MODEU 4EBB "1828-CALI" CARAOIC 8WINO: LEFT PACE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: V4" = l'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK - GROUTED BOND BEAM n. O CLEAN OUT REQUIRED FOR INSPECTION TIET/ERTICAL REBAR a , TO HORIZONTAL ]]�� REBAR W/ 10" HOOK zzi ///�,,11��II��'' BAR SIZE 48 BAR DIA. Z W #3 18 0 k7 42" HORIZONTAUVERTICAL REINFORCING � SCALE: 3l4"=1'-0" EXT. PORCH SLAB W/ 4 ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z o a to V J a oN TOP OF SLAB SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > HAMFER (1STORY)HAMFER (2STORY)#3 loll U±7� #4ATCH STEEL REINFORCEMENT„ PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL NG REINFORCEMENT PER SCHEDULE #5 BARS Ell. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS i,1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX 407-7744078 ww W.abdeslgngroup.com AA #: 0003325 4aa� t log MEN N yC 9 y aysDiv ee LAT: ABBOTT PARK LOT 5 BLK 10 PROJECT 04181.000 05104 oDEIU 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Old x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 112" 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 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 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pet) W,XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B131 MASONRY 3000 1 8x8 (1)#5 NIA GR0 TE —SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS *-4--SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD- PLF TYPE w,aa 4F12m I visa I ww er" r2li.0 mum I TYPE -._ I — IRM LENGTH V4r (42-) PRECAST Z131 4t4r (481 PRECAST 1888 C-C (14-) PRECAST 1599 B4' (84-) PRECAST 1217 8-10" (709 PRECAST 1082 94r 05') PRECAST 906 r!' (M PRECAST 743 Vim" (112-) PRECAST 564 104" (12n PRECAST 475 11'4- (13" PRECAST 382 IZ& (144') PRECAST 337 134" (180') PRECAST 210 14'-0' (1M PRECAST 279 14W (IM PRE NR. IVW (184') PRESTRESSED NA lrA* RM") PRESTRESSED N.R. 19-C (2M PR6SI D N.R. 214' On PRESfRE8M N.R. 2Z-W W41 PREffMSNM NA 2C-0' mom===mom oa�aomoom oa=mmomoK=a va�a�voo�a oomo®ova 0a�o�aa,:�aor� mommroo aaa�md�o�:a aiC7®au70a�a�EL7 maGIMoIMamom 0mooK:M= mma�ooma. Da�7mE�aW7mm' ommroo�cxl oomoa:�m�a Omm=z""w= Wz7 mmi�7p00�7 oomoomo osammmo�a ©sammmm�a ©mmmm0E7 ooa�aaaa�maa ava©avmav©m ava©av©avava� avava0ma0©�.7 OmmmmOm ma:.7mmava©m sv©avdo©m 0�0=m®0" ava©aa©ava��a OmOmmOm oavav©s�:a(s�s�a �') PRE NA 1 774 m 44D IM 4M 1412 12V (9) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -/ILL VALUES TAKEN FROM 'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFrATKINS Y-r (42") PRECAST 1025 1024 1828 4'-0' (45') PRECAST 755 M 1300 4ur (64-) PRECAST 592 591 1073 94- (64-) PRECAST 411 411 746 ItAr (M PRECAST 340 330 $16 Ed (75') PRECAST 507 721 400 rd Mn PRECAST 424 534 363 v� (112-) PRECAST 328 512 230 104r (125') PRECAST 284 401 100 11'-4 (138) PRECAST 200 452 164 1r4r (1a.) PRECAST 244 402 137 134' ("n PRECAST 217 324 110 14'4r (16n PRECAST 205 293 100 14'4P (IM PRE NA 284 B7 18-4" (184*) PRWRUM N.R 290 83 1r-C VM PRESTRUM NR. 194 84 194. On PRESI N.R. 1 148 62 214" Mn PRE N.R. 125 42 2r4r (2e4") PRISTRISSED N.R. 110 40 21'0 Wn PRE N.R. 91 33 SAFE_ UPLIFTLOADSFOR 8" PRECAST & PRESTRESSED U-LINTELS {/�{/� I SAFE LOAD - POUNDS PER LINEAR FOOT - mOd000m m000000 modoomb �a� EM20 oo�oom4 ©m�lOmmE7' o mmtL�7!�1"ice?md 00nEmm 8MmK=! 0Q^ate"t�l�@'Q7iLl'1 _ az��r+cr!aaa�-aa+cr , mmE�"@1C}1Q'1�1 �0a��ra�a�r*a�+rrr (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. . PRECAST PRODUCTS BY OTHERS TO MEET OR VICEED VALUES STATED ABOVE PROVIDE M91M1 C OF BEARING PAST EACH SIDE OF WSDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwwabdeslgngroup.com AA #: 0003326 tog[ 6 C i H oil y 40 atmErv. la Lo-r. ABBOTT PARK LOT 5 BILK 10 Plm0JmcT# 04181.000 05104 MODEIo 4EBB "1828-CALL" GAAAaa SWZNG: LEFT PACE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BARD 30" LAP FOR EACH COURSE OF BOND BEM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"X8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEM 1#J 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8" \, PLACE STEEL HEIGHT 3. PLACE E GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ' �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xt6" BOND BEM 5. p I� COURSELD THE DOUBLE BOND BEAM OF BOND BEM IS OMITTED AND A LDNEWITH A LINTEL THE TEL S PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. / ps+Ng \N' p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.TOP OF BOB DBL. - / ,�\A•�' � OND BEAM W/ (8 #5 BAR BOND BEAM vj\O 0 EACH COURSE G Wl BOND BEM Top M pt�p F=FILLEDW/GROUT W1(,)5BAR '.'�: BOND BEAM I U =UNFILLED GROUT SOLID FROM T P NOMINAL # OF #5'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING WIDTH BEAM, IF FILLED LINTEL. ��jf%/ BEAM COURSE SEE NOTE 5 A\a p 16-1 T/ 1 1 Y I/ v 8x8 PRE -CAST CONCRETE Q9 QP�NOMINAL LINTEL W/(,)#SBAI2DT MASONRY HEIGHT'S LENGTH OF BAR =WIDTH OF ig # OF #5'S, TOP OPENING - 2" IT IS THIS ENGINEER'S INTENT BOND BEM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1MAB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" AND XFXX- 1T/OMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1WOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX - 1TMWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2X 3),3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.114" EMBEDMENT Zx6 (MIN 2 X 3) 2-3I16 TAPCON PRE -CAST `a ,14" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") IT" SLOPE FROM EACH END AND 18' O.C. MAX. MIN,-tl4" EMBEDMENT 2X8 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END VCMU EMBEDMENT 7116" OSS SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL - SCALE: 3X'=l'-a' r SINGLE #5 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM tj 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,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA #: 0003325 �y a a Hill '�ayr O V Li WW 8UBDIV. !c LOT ABBOTT PARK LOT 5 BLK 10 PROJECT 04181.00 05104 UODEL1 4EBB "1828-CALI" ARAGE OWING: LEFT PAGE: DETAILS L160 MPH up. ic FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG 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 20 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003325 a iii s h munDIK a LOT" ABBOTT PARK LOT 5 BLK 10 PROJECT# 04181.000 05104 UODMIA 4EBB °1828-CALI" GARAGE BWMG: LEFT PAGE: FRAMING PLAN k.160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFIWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A -(I) SIMPSON HETAI6 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON (9) 10d x 1 k" NAILS TO TRUSS "ROOF/WALUFLOOR (1) SIM HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)114" x 2 1 /4^ SHEATHING x 1 NAILS TO TRUSS FASTENER SCHEDULE" 16dSTRAP, Dd NAILS TO 6", 8" x MAY ADDED TITEN 2 ANCHORS TO DB DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GIRDER. . R NAILS, O WI tOd NAILS, 2 ROWS, 3" CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)1Sd x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 1Od TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN TRUSS AND HORS" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND SEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)d" x 5" TITEN HD TO CMU AND (12) BOB CONT POURED LINTEL 2x SECURED WI (3)16d }" x 2't" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI1Od TRUSSES@2, O/C, 1x2, 2x WOOD FASCIA (2)1"x5"TITEN HD TO CMU AND (IB)SOS}^x GALV. COMMON NAILS BUSMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' OJC FOR REVIEW 2x SECUREDWI (3) IBd C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 7J" x 5-TITEN HO TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8"EACH WAY OF BOLTS SCHEDULE SEE S A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (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 LES (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = SW5 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c �_ TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE WI (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES 4 " ) 0 O.C. (AT SHEATHING W/ 10dx1/2 HOG NAILS SEAMS) 0'-0" TO 30'-0" (i) "X" BRACE C EACH END. TOTAL OF 10 30'-1"TO 60'-0 (3)'0(" BRACE SECURE PT. PLATE LEMATION (I) "X. BRACE @ CENTER TO BLK W/ t 1 OIA. FLOOR (2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT GIRDER 6'-0" MAX (W/1X4 FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' 1, SEE ARCHITECTURAL MIN. EMBED. AT 32" OC ff—ULEVATION 1x4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8 " O.C. MAX 5/S" GYPSUM BOARD OR 1/2"HIGH BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER TRUSS ENG) CONT. 2x4 SECURED WI STRENGTH CLG. BOARD y � U a MAY NOT BE (2)10d'o @ EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) N H a REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. ?"EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)1Sd x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" 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 DBL. TOP PLATE PROVIDE BLOCKING .a. 1/2" GYP. WL. BD. • ° 1x4 BTM, CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ' ° • '� i ° � . o. 10'-0" O/C MAXSECUREO W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN LOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING (D��PR—E-ENG'DTRUSS SCALE: 3/4"=1'-0" -�GIRDERIWOOD POST CONNECTIONS 6 SCALE:34"=1'-0" " •, •.. J . a.,• ,,,. SCALE: 3/4°=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE -* BDALE:314"-V-0" (NO UPLIFT) NOTCH DEPTH IWO USED SO LONG AS THEY CONFORM TO THE HOLE EDGE�5/8" HOLE DIAMETER FOLLOWING <215"13 SGL STUD OUTER 113 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 >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM. OLE DIAMETER PLATE < 3l5.0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE: 314"=,-0 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-7744076 www.abde&IBngoup.com L AA #: 0003325 7 fnn � 6 sUBD:v 8&9 :.oT: ABBOTT PARK LOT 5 BLK 10 PROn=T# 04181.000 05104 MODsrt 4EBB "1828—CALL" GAP-*MZ srIiTTG: LEFT PAOZ: DETAILS 160 MPH EXP. C y1 y11 'I VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE WI (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 304' (1) "X"BRACE 30'-1" TO "X" 1111111/ W0 O (3) BRACE "X" PRE-ENG GABLE TRUSS �, ,yyy (1) BRACE @ CENTER "k ,\ I y,ly, (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) �I I I \ • O PLYWOOD SHEATHING, SEE "ROORWALL/FLOOR U-- SHEATHING FASTENER SCHEDULE" Li c SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. �+ SIDE VIEW 1X2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0124" O/C, 1X2 SECURED WI 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 r1 L SCALE: N.T.S. 1 W/ HIP RETURN s°ALE:3a"=ro" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES —� AT FIRST TWO BAYS 4'40" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS CrYP) ® 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 2x8 P.T. PLATE W/ 12d's$' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED G 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4717-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdoslgngroupcom AA 8: 0003325 $$$ e 6 Cloll a 6 atlBDM Se LoT ABBOTT PARK LOT 5 BLK 10 PROJECT* 04181.000 05104 MODMI : 4EBB "1828—CALI" GARAGE 8wlr7G: LEFT PAGE: DETAILS 160 MPH EXP. C '% ft q CABLE-ENp L n" ROOF WIND DESIGN PRESSURES ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48, ZONE 3 = 67.16 PSF (77.16) 'A"= N-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT H GAS ROOF DI11PFBiAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHAW GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 4" O.C. W 4 � EDGEWISE 2x BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SRE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR, SHANK 8d RING SHANK, 21/2" 0.120" 17O,ODO RING6-2 RINGS SCREW SHANK PER(I)NCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 Ex3ERaR BHEATHINo USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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. V J Z INN Z = W Y l� a <? �d U Z K Do 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 2 O . 2 � � W , Z Z SQ U D J y O Y z � C7 Y w = -L) U N W Z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TR ASS �.l ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING W U W ZYZ = tj (n 0 LD 'v Z C C8d RING SHANK GUN NAILS 6" D.C. IN FIELD ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING W U W ZYZ = tj (n 0 LD 'v Z C C8d RING SHANK GUN NAILS 6" D.C. IN FIELD TO BE STRUCTURAL GRADE) Z W L1 U Lu U �a) C 8d RING SHANK GUN NAILS Q 12" O.C. IN Q U FIELD or Sd x 2 1/2"SCREW SHANK 0 PNEUMATIC SCREW -NAILS 0 12" 0.&.jN io FIELD w J\ G. TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EX MEMBERS GENERAL NOTES: ALL AGGREGATE I= IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIM MAGGREGATE Siff SHALL BE 3W' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVDE6%AHi CONCRETEE7(POSEDTOEARTHORWEATN6L NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN EXPOSED EDGES OF CONCREfEARETO ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, fi1N EDITION ALL BE CFWMFERED 3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 590-13/ASCE FOR THE DESIGN OF AS PROVIDE 64A& CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABSON-GROUND VAERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF R 1,4000 ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 011. E 7-10 AND AIS COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS ZAPPED B INCHES AND SEALED WI1H ADHESIVE TAPE PRESSURE . RE A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FGRM-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, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP %2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BURRING 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 Al S6, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: WOW TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3' H WAY. S -0 OC, EACH To BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUP REQUIRED FOUNDATION AND S ELEMENT THE MINIMUM RE SITE PREPARATION REQUIREMENTS AND SLAe-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND I A. TRUSS DESIGNS SHALL G ST ITS FASTENINGS' BY THE NFP BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL O WORK PERFORMED AND 3 T IF ANY DISCREPANCIES T HALL NOTIFY THE ARCHITECT ARE FOUND. RE BAR SHALL BE ASTM A615 G ORMED BARS REBAR SHALL BE ASTM A615 DE 40 IN CONCRETE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. M OIL, GRADE 80 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 TP614. -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP WINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL R DRAWINGS T STANDARDS FOR METAL-PLATE-CONNECTED-WOODTIONSORHANTRUSS CONSTRUCTION:, AND rPLWTCA SCSI ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT 70 ENGINEER'S N COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 per TOP CHORD HOOrItOrI rd REVIEW. TVP. MIN UPS SHALL BE AS FOLLOWS: %4 BAR - 06 BAR - 36' WOOD TRUSSES. 10 PSI BTM CHORD -non-conarrenl 30" %5 BAR - 30" %7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36- x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, (7 pet TOP CHORD 20 psf TOP CHORD 17 PSI SHINGLES) ps/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. 5 P 10 pat BTM CHORD 5 pef BTM CHORD BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 PSI WIND: DEAD LOAD SPEED =1MPH 3. 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 (NICE 7-f 0 (BBC EXPOSURE C, RISK CATEGORY II) 7) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATATTICTIC WITHOUT STORAGE: 1 UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & 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: 200pM, GUARD IN -FILL COMPONENTS: 50pef, 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: 30W, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SWILL 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 $301 ASCE 5fTMS 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 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. ALL BLOCK WALLS SHALL BE TWO -DELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fIR - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH 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 3/8" 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: 'M" "S" FOOTINGS WERE DESIGNED FOR RING PRESSURE OF 2 000 O AN ALLOWABLE SOIL BEARING pL FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL VERTICAL MORTAR JOINTS EXCAVATIONS SLAB R SHALL BE COMPACTED A DRY DENSITY OF AT LEAST OF THE M THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL BE REMOVE SIO CTO MAXIMUM Y A D 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-15S7. TREAT ALL BE CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RE8AR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL S'(R���L STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND 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 A36, Fy - 36 ksl FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE S. = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHELL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALLBE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4-PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCEE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C34 OR MEASURING, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHAD. NOT EXCEED 90 MNUfES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR Slim BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAOR WEATHER 1-iR' FORTIS AND SMALLER 2' FOR NS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-177 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BU K FASTENERS FASTENER APPLICATION 9RE TYPE sPACaL REMARKS APPLICATION ga TYPE SPACING REMARN9 14 PT FURRING TO CASE HARDENED COIL 9"dC GARAGEOOORw- /1--- TAPCONMASONRY a.� 1I/ EMBED., 1' END OUST„ MASONRY I CCNC. NML1-LCNG. TO MA90NRYIOONC. Np WASHER FASTENER I -EDGE DIET. ..D.AAL. EKT. DOORS CASEHARDENEDOOIL MOIL wINDOWlD00W PASTENEo GAIUOEOOORBUCI UYm_ E%PAN9�BOlT ��� 1•EMBED., 1"END DUST., a ,SEE NOTf4 NNL11?LPL. STAGGERED INTO -TO,- WARMER YEDOE DIET. wwoow eucl CASE HAaDENEo cos rac WlNo AXMFABTENEo METALsrnwTo CONTACT THIS ENGINEER FOR SPACING 11PT,sEENOTEa NAIL II VWG. STAGGERED INTO MASONRwCONC. MA9WiYlCO1C' REQUIREMENTS EXT. AT, ME NOT BUCK 2I AT, ME NOTES NO WgeHER WASHER FAST1,ON' FA9TNER 1r 0/C 11rY EMBED. C ELL, p19T.,1llY EDGE DIET. NON-0FARINGWOOD WALL TO CONC. SLAB 1? E%PANSpN R1. 1"EMBED. PENO WIWASHER BOLT DRIT., 3"EDGE GIST. 3TWEELw 0. 13r PAF 121W" DDIC -END..-T 112 PT To STEEL COL., SEE ,SE WI WASHER STAGGERED EDGE ObT. NOTE a NOTES T. 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 HEAP 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 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. IS MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVDJ LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 M IB Q i O C Q u • ® !eI smaD:v. & LIoT: ABBOTT PARK LOT 5 BLK 10 11-ROJZCT# 04181.000 05104 MODULA 4EBB "1828-CALI" GARAGE 8WI NG: LEFT PAGE: DETAILS 160 MPH EXP. C a AA NO D TE 04/08/20 MCALE:1/ "-11-0" sH, C,S ff, r r