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HomeMy WebLinkAbout7974 Broad Pointe Dr99 1828-4EBB-CAL199 I � AX0. �4 . vv� �_e 0� Q HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS m • FIARIDA HUIIDDIG COD$, RLSIDEN77AL, eTH T3Dr1TON (2017) • AIL IDM AND STATE CODES -OCCUPANCY - RESIDENTIAL., GROUP R3 :CONSTRUCTION TYPE - VB 'MID• INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH •EXPOSURE — C •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AHv. A/C AD ALT, HAD . QL CAB. CLU. CLR CONC. CPT. C.T. D. DEL D.G. DIA. DIM. UP. DR D.S. DFL. D.W. EA. ELEV. EQ. EXH. OF EXT. F.O. FL. FLUOR CDR' GGA ARDISP. Q.F.I. . OL GYP. HD. H.H. HC. MR, HOT. OR HT INSUL. INT ABOVE ADJUSTABLE ING ADJUSTABLE ALTERNATE BOAPRRDDAGE CABINETENTER ME CABINET CEIIdNG CLEAR CONCRETE CARPET CERAMICTRE DRYER DOUBLE DUAL GLAZED DIAMETER tDiISPI DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FIXERIOI.RASS FUEL GAS FooR FLUORESCENT FRENCH DOOR GAUGE GARBAGE DISPOSAL QROUNUFAULTCIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEBIB HOI,IAW CORE HEADER HEIGHT INSULATION INTERIOR LAv. M.C. MC. MFR. MN MID. MIL. N.T.S. O.C. PL P.H. PH. PLYWD. PR P.T. RON RAD. RA.G. REF. RM. R.O. S.C. S.D. S.H. SUIT. SHT IG. SIM SL. sm..L SWS TEF>P. To T.O.C. T.O.P. TO.S. TYP. U.N.O. V.P. W. W/ WD. FWIH W.I. LAVATORY L°�°°E MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MODN'PF.D METAL NOT TO SCALE ON CENTER PROPE2TYLINE PUSHBUTTON PHONE HAT E ATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SOLID CORE EXTDRptc/2$013 SHEATHING SHED ER SLIDING s�iiD�n SS SHEAR WALL SECCTIO EDQLAss/ THICK TOP OF CURB TOPOFPLATE TYPOAB TYPICAL UNLESS NOTED OTHERWISE RO VAPOR PROOF WASHER WITH WOOD WATER �� WROUGHT IRON DATE DESCRIPTION OI26A8 cDslssuED ARCHITECTURAL SHEET DESCRIPTION 01/B/Is 2011 FBC UPDATE PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 0MAS CD'SRE•INED 022I/8 SIDNGELEVATION9ADDED 03/26/0 CD'$RE-I96LED 04/19/IS FOOTING RE VISION PER M.5011ES 0601/10 CDSRE-INIED 02/19/I9 ADDED 0ARSLESSFOOTERATGARAGE DETAIL (FM MYERS) 02/12/B PLANMANIENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04//4/19 ADDED ADDITIONAL RECEPTACLE INGARAGE PER UALL BATSON (FELBJ SQ.FT. CALC.'S 0424AS REVISED HVAC VOLUMES ON SfffT CALC SCHEDULE (MELBJ ADDED 'EMERIORMOW DEEPFOOTER' DETAIL 12/5LIA (ORL) LIVING 1828 SOT. FT. GARAGE 430 60, FT. ENTRY 16 SQ. FT. LANAI W $0. FT. TOTAL 2362 SGL FT. ADDED LED LIGHTS s IOTCHEN i BATH PERMAW 50JES ADDED STOPS OPTION ELEVATION C t D (TAMPA) ELEVATION 'G' SIDING -ADDED LOUVER # GABLE ROOF ADDED OPT.8'-0' CEILING HEIGHTSPG PLACE usP ca cTORs LATH s1MPsoN coNNEcroRs REVISE ENKAVENT RADON PLAN DIMENSIONS 04109120 OPT. W-O' CLG. HOT: ADDED LED LIGHT IN FOYER 04/09/20 OPT' S-0' GLG NOT. ELEVATION'['- RENSED NK 1 E1 OF ARCHWAY STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SLIA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LUIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdaWgngroup.com L AA M: 000332b x q • m 0 ���0aaa sysaiv & LAT ABBOTT PARK LOT #10 BLK #8 P320JIDCTp 04181.000-10081 "ODEia 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ND A AR N D � 04/29/20 SCALE: 1 /4"= V- 0" SHEET C1 I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th 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. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 618-INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-0926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-11 A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1' 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 -1 to AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 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 GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 a qq V rq J � km m S SU13DIV. & TAT ABBOTT PARK LOT #10 BLK #8 PROJECT 04181. 07-10081 MODEL: 4EBB "1828-CALI" GARAGE SVWG: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C A. A NO DATE: 04/29/20 SCALE: 1 /4"=1'- O" SHEET �T i 35'-8' z s : r • o � I � r a 1 p all lo. p � r T C v o ,� II o � BEDROOM ME I ME ujw. = - O •� i I ATTIC AS REQ ♦arn� _ mm o PER B CODE s E GARAGE . O '. FOYERp p _. BEDROOM#2 ENTRY o0 - o ow'o „ .. .Ila e EGRESS oI�.110 0111 FLOOR PLAN SCALE: 1/4' . 1'-0' SQ.FT. CALC.S UY01G 1828 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 SQ.FT. LANAI 88 Sa FT. TOTAL 2362 SO. FT. 001FOlW AND CLADONOWIO LOADB MW WID BFOMM FOR 3 0WO OM OPHN1m SOUAFE WE 1101FH NO MO IBAM AM TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-318 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 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. CONIBOL DATE, wm DEL. TOP PLATE 0 m BAR DETAIL A SCALE: I/ F-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 51TE PLAN. -OTHER OPENING5 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LESS THAN 1 3/8' l35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. AN RONALD REAGBLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AAfl.0003325 A m m y C 9 y SLJRDIV. de I.OT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 MoaEL4 4EBB "1828-CALI" GARAGE SWINti: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 14 A. AI NO DATE '- 04/29/20 SCALE: 1/4°=1'-0° SHEET Al r, ./-18'-4' BLDG. HGT. (TYR) (TYR) FYPON LVI2X24 EQ. EQ. SHINGLE ROOF OR EQUIVALENT A 2D F7F'ON b 1 BKTIIXII OR EQ. EQ. EQUIVALENT `J u\ laU -0' BRG. H.T. OPT. COACH LIGHT ®ll DYPON ECO' TIVE DECORATIVE 4B SHUTTERS OR 0 � � EQUIVALENT 9 I ITYP. 4' RAISED aElLif BAND (TYR) _ - :IN. FLR FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDC#E VENT O'-O' FIN. I❑ b HGT, OFF RIDGE VENT AREAOFATTIC 2364 SO, FT. NET FREEVENTILATION AREA REQLARED 1/300 RECIURED VENTILATION AREA = 2364AD 7.63 VENTILATIONAREA# SQ. INCHES PER FT. (144) = 1134.72 SQ IN. MIN. REQUIREDVENTIIATION = .5R 1134.72 IN LIPM PORTION OF ATIIC - 567.36 SQ. IN. OFF RIDQEVENTILATION AREA = US SQ PERVENT IN. 567.36 /11S TOTAL#OF VENTS REQLARED TOTAL# OF VENTS PROVIDED = 0.43357 = 5 �8'-0' BRG. HCsT. u OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH 8'-0' BRG. HGT. I'-0' ❑ I 0 01 0'-C' FIND' FIN. FLR. , - ,�O'-0' FIN. FLR-0' FIN. FLR ��-------------------------- ------------------------ -�� LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O' BRG. HGT. IF] + 0'-0' FIN, FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH -0' FIN. 2' /� DECO. DTL. A SCALE: I/2.1'_OSC�ALE: '-O' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigrigroup.com AA #: 0003325 rk r' d O 9 BUBDM & L+OT ABBOTT PARK LOT #10 BLK #8 PROJECT#E 04181.000-10081 MODE7- 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: ELEVATION "CD" 160 PH EXP. C 4 LTND A AE�p'"CRA AR NO = DTI::' 04/29/20 BCALM 1/4"=1'-0" 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 AMP OINQLE POLE 110V OUTLET 10V OUTLET ar OUTLET IRRlD TO SWTCH GFI lov OUTLET IINCUPD R"d,VrD !FARIL RESISTANT TYPE) 220V OUTLET 14) URE CONNECTION WULp� EXT. WATERPROQ GROUND FAULT GFI OUTLET INTERRUM"It BB T -I SWITCH 3-WAY OPER $4 SWITCH a -WAY OPER WALL MINTED ' V LIGHT CEILNG LIGHT © LED CLG Lk3NT LED VAPOR ©vp PROOF LIGHT O VP VAPOR PROOF L*R1 ORECESSED CAN e—FAN I CFT'1 PER SG PT. WILIGNT PAN WA.IG 1 pFl PER S6 Pt. V PU(n¢E (SPECT37DD DT I PLUt h2!7 EM 6RAP ® (RECESSED) AROUND AROUSI FLUORESCLIGLITENT 2-BULB UARAP • (SURFACE MNT,) AROUND 2'FLUORESCENT 4' RUOREBCBR W--�-o�5 C 4' TRACK LI6NT O PANEL sib PETER OSD. SMOKE DETECTOR B4� WALL MONTED B4TT. Bd[X.IF SD. SMOKE DETECTOR LE.li�EILBa ® S/CO CAROM OMOIQ DETECTOR CCNBO IMER-CONECTED SHALL DE A DISTANCE or NOT LESS THEN 4' FROM WALL PENDANT LIGHT FI> NATURAL `°° ► TELEPNDNE JACK WATER NEATER 10 DE ELEVATED DIBCONECT , AIR —IT--O . DISCONNECT SEH AIRI ON I-O 1lLEVISION JACK CEILING BOX REQU O TO Be SUPPORTED IN ACCORDANCE V SOXMARKED J-DOX AS SUCH FOR CEILING BOX REQUIREUC TO BE SUPPORTED IN 41LIN] PANA.IOLIT ACCORDANCE W/ BOX MARIMD AS SUCH FOR WSPECTION nnna 24• INCANDESCENT LIGHT STRIP 36' INCANDESCENT Aono= LIGHT &TRIP nnnnnnnn W NCANDlBGEtiT LIGHT STRIP FLOOD LIGHT OPT. SEOLtlx KEYPAD PB, MOW -BUTTON FOR CHLSES USD PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 'PANSTO BE VERIFIED M NCMECUNER PRE -CONSTRUCTION MEETING • ALL E 4 20 AMP BRANCFI CIIRCUIT$ TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM 6TH EDITION (20n) 4 NEC 210.D 2014 EDITION. • 20 Amp- DEDICATED LAUNDRY CRROUIT. • GPI a ISLAND (NOT ON KITCHEN CRRCUIT) • DISWW4SHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHA&T FAN To HAVE MN CAPACITY OF 50 CFT1 WTEIRMITTENT PER ELECTRICAL P ROVIBIONS OF SECTION M0013 FBR C6TH EDITION (20n) • LAWDIEY ROOM RECEPTACLE WALL BE GROUND FAULT CIROIIT-INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF RICK 6144 ED (20M). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF TINE FBCR STH ED (20n2 FBL ElERGY L+tNuu,PRVATION IRE61DENTIAL EAEI'T EFFICIENCY) 20171. 6th EDITION R404.1 METER FIELD VERIFY LOC. — — — — — — — — — — — — — — — — — -- OPT. COACH L 1GHT ELECTRICAL PLAN 51—ALE: 1/4' a i'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAN - A PANEL: 8(16vpclt breaker VOLTAGE: 120/240 V.1 Ph MAIN: 150 Amp M.C.B FEEDER 3-#1 Cu TFNM&1-#0 Cu (G) in 11Q"C. OR 3.#210 AL TFWN&1- 00 Cu (G) in 11/2" C. M. POM EIF M Lon waft amit Cimua waft Des een ekr Pole wh M2 I 2U Ex1Mbr RN NGFl1or TU0 12DO + 2 s 4a M3 2 m elfOYlan P-P f000 ] A 5 6 53W A(C C.U.t 1 35 1 2 1 LB Spew ] a PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -lPh MAIN: 150 Anlp M.L.O. FEEDER: 3.01 Cu TFNM & 1-#e Cu (G) in 1 10 C. OR 3-#210 AL THWN & 1-0 Cu (G) In 1 1/7 C. VII. P.m W Daeul am wa1N Ci—It Clmuh WaIY Dart eon 8kr Pae WM e 12 1 20 Smee w t5o0 + 2 ww r—ip N 2 M 012 1 20 Mbrowow l Hoo6 GFI low 3 4 M2 1 20 6mel Appllenw 1500 5 a 4500 WYM Hater 25 2 Mo e12 1 20 R 1FRI 7 e a12 1 20 RN aeIN AFCI 000 0 111 i200 da OFI 20 1 M2 M2 1 i0 BYO OFIfl I= 11 12 1500 ONNA°eha Gs 20 1 M2 M4 1 15 FA M/HY/aW. 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Ft. 5484 mil 1 at85VWLi It at100% 85 Taal Gmaal LI is 6 Rae YM 5545 CktW Toh —ft Go" Us 6 Rac PMIM A B B17 5565 i I e _ I I LED LIGHTING C SINGLE LAV. s BATH e2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTH ELECTRICAL PROVISION& OF THE PSCR SW EDITION (20171). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TWW/THON UNLESS NOTED OTHER IISE. ROLLER COMPA TRANSFORMER GRADE PROVIDE BO AMP. 120/240 VOLT, I PHASE SECONDARX ELECTRCAL SERVICE. PROVIDE 3 1 COPPER CCU) IN I-U2" CIA SCHEDULE e0 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM [AL) IN 2" CIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UATH THE ELECMC COMPANY PRIOR TO BID. Ir I I I I j I I �;, I I I I L I I ° .p I LED LIGHTING C DOUBLE LAV. OUNER'S BATH PROVIDE 3-2/0 CU. THUN • PS CU IN 2' CONDUIT OR 3 QV AL. TAW . PS OU IN 2' CONDUIT. (CONDUIT To TEMIINATE ABOVE SOFFIT F OVERHAN3.) COMBINATION SERVICE DM BIN SWITCH AND A O AMP Q0 /2 VOLT (3O ELECTRIC METER IN I NEM4 3R ENCLOSURE MLO PANEL EOARP MCD `A �\ 1 TELEPHONE SERVICE CABLE TELIA61CN UNTRANC! EOUIITENT SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDNfa TERMINAL AT LOW VOLTAGE CONNECTIONS 144 OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTIRICAL PROVISIONS OF THE EDITION [201V. 5/6" DIA X S FT LONE. COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 h • G ee 61 9 d ti sxmi)XV. Z L07 ABBOTT PARK LOT #10 BLK #8 PROJECT 04181.006-10081 MODEL 4EBB "1828-CALI" GARAGZ 8111IPTfi: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C A AI NO DATE: 04/29/20 SCALE: 1/4"=1'-0" SKEET E1 ■ PLUMBING PLAN BGALE: 1/4 . I'-0• y.1 2' VTR 21 A Imo, KITCHEN SINK W/ 2' VTR AUTO VENT IP2� ��� 1/2' 2'��j I I LAV f . 3' I 2' 2'. LAv 44 I TUB 2 I 3' I I I 3' s We 2 2' SHWR 1/2' WASHER el-1 3• 3' PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com AA N: 0003325 F " � Y w � o y O ZI ® $ 0 r, BVHDIV. de IAT ABBOTT PARK LOT #10 BLK #8 PROJECT 04181.000-10081 MODET- - 4EBB "1828-CALI" GARAGE BV#MG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 14 �N" 9V201 DATIM. 04/29/20 8CALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R4, RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TW EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL 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 MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 61 PASS-THRJ AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILIN:s O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB •8XI 1/4' SHT. MTL. SCREWS AND LIQUID AIR SUPPLY y ,,-SUCTION REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD O 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBGR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL, OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE SPEC. �•.�� I I'-8'X8' CONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN } ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdasigngroup.com AA •: 0003325 N C y � J o dd 9 a Bulm de LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 MODEL 4EBB "1828-CALI" GARAGE BWD40: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C 2X4 TOP PLATE 1/2' DRYWALL SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX Oi-0a FIN. FLR PRE-FAB TRUSS 2X4 WOOD STUDS •24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. a)TYP. INT. WALL ( NON- BRG. ) lllD1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' OSB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE — 2x FASCIA PER I -0 TYP. ELEVATIONS O.H. VENTED SOFFIT 1 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' GYPSUM Et OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 8' CMU 1/2' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' OSB. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. PLR. N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING N T O E. PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (j)l- STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'151 CALLK AID SEAL LK i !' we xEera roa oAs LK EJOD eax �B1 GAS LINE THRU BLOCK A FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I.I ON a' OS$. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-1. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS �♦ ��t 1�� ♦�5� ■�,�■��aiaie �1SALY. STEEL DOOR MAMVJ WOOD JAMID PER REC� VERTICAL TRACK �11APPROVAL I- m by OTwm a GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFIBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,, 8' CMU v a ° a. n W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "3O FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON a' 0.6.15. SHEATHING OR 1' CDX PLYWOOD SECURED PER I'-,. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION NO OPENING 5 l-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-C' 1/2' THICK, 2 COAT PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.eom AA #: 000332E y� NEW o d a s REER SxmDIV. Be X.OT ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 moDEIs 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 H EXP. C 14 NO A�� DA 04/29/20 SCALE: 1 /4"=1 '- O" SHEET DI TOP, 2X6 P.T. s CENTER OF DOOR FADER SECURED W/ (U 1/2' X 6' J-BOLT W/ 4' MIN EMBEDMENT W/ 2' X 2' X VB' WASHER 4 NUT OR W/ (2) IR' X 6' ANCHOR BOLTS W/ Y X 2' x I/6' WASHER 4 NUT o SECURE 214 ON a FLAT TO BLK 0 W/ MASONRY NAILS. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR IN BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' X 2• X 1/8' WASHER 4 NUT. (U WITHIN W OF TOP, (U WITHIN 6' OF THE BM. (3)EVENLY SPACED. IB C3 NOTES: ALL ANCHORS SHALL BE M ACCORDANCE TO MANUFACTURER'S INSTALLATION N$MCTIONS WHERE AIV'1! INAT.I -Tl—A AM Mf1lR AT IWSFNT GARAGE DOOR K111BUCK ATTACHMENT ecxew•.r•ar 8' CMU Y2' DRYWALL I'X4' OR VX2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK ❑ W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ %(6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' CIF EACH END 4 IB' O.G. MAX SPACING. 2X6:= SECURE TO BL K W/244' TAPCONS(MIN. 'SANK SIZE .145 MIN. HEAD SIZ1400 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8' CMU 19' O.C. MAX SPACING. ' DRYWALL 2X8: ® ❑ VX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-9(6DOOR CASING TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y♦') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. .NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLACK +1-1 2" B SCALE: NITS. 2X4= SECURE TO BLOCK W/ 3/6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2xobm SECURED THROUGH SECURE TO BLOCK W/2-V,' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Ya' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Ya') )5' DRYWALL WITHIN 8' OF EACH END / 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS:m a SECURE TO BLOCK W/2-%,TI-%,' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15 16" (� WINDOW TO HLOCK +1-15/ e" SCALE: N.TS. 2X4:m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X9,= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 3i(6' TAPCONS TAPCON MIN. 1-Yi (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' CIF EACH END 4 }�' DRYWALL 18' O.C. MAX SPACING. ❑ I-X4' OR I'X2- P.T. NAILER SECURE TO BLOCK W/2-V DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACINGS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLACK +2 1�4' WINDOW TO BLACK +2 ly " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X O.O. MAX SPACING. MUST BE ON OUTSIDE 4 Xr.cm SECURED THROUGH SECURE NON-STRUCTURAL V SECURE TO BLOCK W/2-�(6'TAPCON TAPCONS MIN. i-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 e' CMU MIN. EMBEDMENT I Y4) Y2' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR 1'X2' P.T. NAILER IS' O.C. MAX SPACING. ❑ 2X8� SECURE TO BLOCK W/2-,' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O.G. MAX SPACING. MANUFACTUIRES DETAILS. NdIlwfI A6lacceo TG KII'p 4w• lW I+CT e,ca® Y!) DOOR JAMB TO BLACK +3" E WINDOW TO BLACK +3" '=' SCALE: N.TS. 2X4a SECURE TO BLOCK W/ W." TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACW END 4 NOTE: STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-34` NON-STRUCTURAL 3(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN 8' OF EACH END 4 Js' DRYWALL IS' O.C. MAX BPASPACING.❑ 2X8.® 1'X4' OR VX2' P.T. NAILER SECURE BLOCK W/SIZE 2ND 2X SECURE TO ( TAPCONSCMIN. SHANK 912E STRUCTURAL MEMBER 145 WK2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) ---DOOR CASING: WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" %Z WINDOW TO BLACK +3" SCALE: N.TS. 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:M NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Ya TAPCONS(MIN. SWANK SIZE. EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4') 17 )i' DRYWALL WITHIN S' OF EACH END4�MANUFACTURES IS, O.C. MAX SPACING.VX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/1}(' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER IS, O.C. MAX SPACING. DETAILS. not[, arrl 46 r•eoeo To nuw eras rm nloT exueo A', DOOR JAMB TO BLACK +3 WI (� NDOW TO BLACK +3-7/18" 5CALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya) 8' CMU WITHIN 8'.OF EACH END 4. V DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2XScm SECURE TO BLOCK W/1-114' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" TO 1' WINDOW BLACK +3 3/4" SCALE: N.T.S. d N.RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 F W Z rn u EV3{ • 9 - Z V y OR; I? J O 'U O y am SVHDIV. de LOT: ABBOTT PARK LOT #10 BLK #8 PROJffiCT* 04181.000-10081 MODRIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH E . C 14 DAATE* 04/29/— SCALE: 1 /4"=1'- 0" SHEET 2 PREFORMED CONTROL JOINT— PLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' Or— MAX (VERTJ. NOTE, NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED-7 • T' O.G. MAX VERTICALLY / ;' THICK 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED et' (VERT-) O.C. MAX AT SUPPORTS WIM LAYER 9, STUCCO WRAP WOOD SHEATHING LATH SHALL NOT - ..I. b• TO e• b• TO a• HR 1000HI CONTROL nN JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM 0 I063 PLACED FLAT MAX 6' TO S' 1.0.IA CONTMEN ROL JOINT PALS ON L FASTENERS FOR LATH TO BE NAILS O\R STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS)0,0415. WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN / I O"M" TYPE CONTROL JOINT OL FOLD RAxgRD . FR. A ®FOLD OL FOLD YAl1AIRD • PT. A ]. pdAbE • M. O FOLD 4b APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF-ADIE:RMG MEMBRANE 6' 6' • VERTICAL LAPS (ROLL FLASHNG (COMPATIBLE W/ FIOUBE ENDS) a 6' HORIZONTAL LAPS. WRAP MATERIAL) OVER �• ALL SEAMS NEED TO Be TAPED LATH VERTICAL LAP TO BE 1' APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EMEND ONTO PIPE Jj / I' OR LESS PIPE vi 6'x6' SELF -ADHERING MEMBRANE / \ PENETRATION I - FLASHING (COMPATIBLE 1U/ HOUSE WRAP MATERIAL) OVER 4'x4' \ j LF MEMBRANE PLASHING OVER APPROVED LAP . IBTAL LAM \ { HOUSE WRAP. �•,�, ( FLAW TO EXTEND QJTO PIPE '•� X X X — CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING ��'� CUT AND OVERLAP ONE SIDE OF FLASHING �-��p �p �I'�p �y] I STEP M STEP 02 PLASHING RING MEMBRANE WRB LAYER -1, a' THICK 3 COAT CEMENT STUCCO qp I PLASTER STTUUCCLO �p b' n PAPER r METAL LATH W R5 LAYER R, FORTFBER Ull� LAYER 4, FORTFIDER / I WR8 LATER -2, FORTIFIBER ISUBUILDING PAPER � BUILDING PAPER MEI ALL PAPER WIRE LAYER 9, METAL LATH STUCCO WRAP 6'x6' SELW. OVER 4'x4' MEMBRANE FLASHING OVER t"EMI SELF-4DNERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHNNG OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. REQUIRED TO SECURE FLASHING TO EXPEND ONTO PIPE PIPE/ WIRE TO FRAMING 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED WAEAP. r ryIN LAM HOUSE FLASHING TO EXTEND ONTO PIPE LAP. a• OVER ALL LAP 2 A LA %' CONT. BEAD OF SEALANT SCALE I I/t'•I'-0' INSTALL APPROVED HOUSEWRAP AIR A•IfILTRATIC14 BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) ® KICKOUT DETAIL SLAPS OF METAL PLASTER BABES SHALL BE SECURED TO PRAMMG MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN (ITN-MM) WIRE AT INTERVALS NOT MORE THAN I' (223-M M;.. AS PER ASTM CI063 1.01 FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANL F. SPEC. OR PEEL A STICK OI. FOLD pAW11RD • ® L FOLD ]•]HARD • FT. A PT. A ]. QEASE . M. D ]. aeEAee . R. D 9. CIIEASE • A. C ). CREASE . PT. p 41YJLD FT. O V1,04 R. D TLL FT. C iQ1C1ib DpTTCM FLAIaY w Afl TT DOT{pry RANGE WA. TkiHT SEAL FOLD. 22 bmpR. j' THICK 3 COAT CEMENT Z PLASTER OWAMD), W' 2 COAT CEMENT FLASTER MMI) Z WRB LAYER -2, FORTFIBER U% BUILDING PAPER (ARAM ONWY) MRB LAYER 01 i y''Xi'S n81 STUCCO U1FiAP TPPAME ONLY) LAP LAYERS Q DUILDRJG EwAP Y �t1y-� ONR "LM R.049. STOP OIL,) A. J G„ iRME OR cm a 'W Ex,ERIDR 82MA16L�j ROOF - Sate WALL fLASHNa K m-= FLAONNS (SEE ! ld R DETAIL) 6 FELT IeDE11LAYMlNi WATER TRWT KAL (DEaL OR epLDDe �3PNOT alT) tlD]i. a61ALL 1 Tam aNalf..0 RCOPN6 OAD 1LAa11e15 AT CP DOTQ1 IRLLM 1 WALL amxmeeTlDNe E EAI W. DELOIW SIEAMR . MAXANK4LLY PASC14 WRAP FASTEN A- OG M WOOD SHEATI BUILD[ PAPEF STUCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRll Q TAPE OVER ROOF/WALL SCREED 5'X5' '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. SECTION PER SECTION R703.7 Exterior blhuw antl da.terim Exbdm u of por8and cement pbebr Mwfl wq* with Ew applia q reptlnrrwnb of ASTM C 925-12A IrRtelhaur bf exbfbT kM,,g and fr *q an.] Lampty w th ASTM C 1083-12A PIPE FENETfRATION DETAIL (FfRAME) N.T.S. LEG-ENI DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) LURE LATER #2 (FORTIFI5ER-'-'-'-'-'- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO - 5ELF-ADHE511/E FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwAbdesigngroup.com IIIR AA 6: 0003328 y o i yQ a Eli F k `Jj 9 3 O a s C T v N W f O x L BLTHDIV. AE LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 MODEL• 4EBB "1828-CALI" GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 W EXP. C AA NO DA 04/29/20 SCALE: 1 /4"=1'- 0" SHEET Vl1-A INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. TO SEQUENCE OF FLASHING BE: 1. BOTTOM, 2. SIDES, 3. TOP �.:.X. VENT CAPIS TO BE SET IN BED I. .�. . OF SEALANT AT TOP AND `'.., SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. �X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i i X JOINTS AND INTERSECTIONS i i l APPLY SEALANT PERIMETER OF BACKER ROD ! NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,)4' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application X.. requirements of ASTM C 926-12A. ,I Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 9, STUCCO WRAP iI X HOODED VENT X' }P'LTAHgGG R3 COAT CEMENT METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING n DRYER VENT (FRAME.) DRAINAGE PLANE (UJRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAFER) METAL LATH x—x-x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / 45TM C-847-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP + SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK _ _ _ FLASH' I— 7 PIPE THROUGH / WALL k\` I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO iiRGN I V I�GI.rGI YG STUCCO SCRATCH COAT e 1 COAT OF PAINT W/BAOG- ROLL PRIOR TO ELEC. METER INSTALLATION 1 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 I I THAT ELEC. WIRE PENETRATES ELEC. METER FIELD VERIFY LOCATION 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 HOUSEI TRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER •2, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED CONSTRUCTION t f -FNISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.G. MAX S' Cm Ys' TO K' MID -WALL VEEP SCREED FJ • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V PIN15H • MA60NRT 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER •I STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 S' STEP #2 WRB LAYER "l, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP *-4 4tiELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= #5 STEW #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.00m AA W: 0003325 m y • S a J V y U 0 � e Y p 'U FA QQ bt m C �y ® 0 6 � U h stmDIV. & LOT: ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 MODEL: 4EBB "1828—CALI" 5ARAl3E 9WI7VCi: LEFT PAGE: WALL ASSEMBLY DETAILS V. 160 A EXP. C 4 DwTE: 04/29/20 iSCALE: 1 /4"=1'- 0" SKEET Vd A2 DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" CORNER BEAD (FASTENER 4 SPACING A l' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @) BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.eom AA #F: 0003325 Z q � a C 'yyL�7�7 F � s 999 BUBMV. A LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 HODEL- 4EBB "1828-CALI" GARAGE 9lVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 4 nwTE 04/29/20 SCALE: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD CONSTRUCTION V- BEYOND WOOD SHEATH WEATHER RESISTIVE BARRIER BARKER RESISTIVE / \ BIDING // \ &'SELF-ADFEiRING IUU133 / I FLASHING &' SELF -ADHERING W FLASHING L \ I USATWER BARRIER RESISTIVE LLEAT14ER RESISTIVE STARTER STRIP \ \ BARRIER -L DO NOT CAULK OR I I \\ 0/ &' SELF-AD4RRING I _ / FLASHING \ V' GALD METAL _ �. V'D METAL 'T GALFLASHING W FLASHING ,V..- WOOD TRIM MEMBER \ C / \ I Y' X &' SIMULATED WOOD TRIM MEMBER \ ` SEAL GAP W/CAULKING OR APPROVED SEALANT STIY!-O CARING SIDING TO STUCCO ® BLOCK TO FRAME 19�TRANSITIONTRANSITION /I 1441 N. RONALD REAOAN BLVD LONGWOOD,FL32750 PH: 407.774807I FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 1IR $ C o N W i O 8L79DIV. as LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 UH EXP C I 1/8' TEXTURED FINISH • UIOOD, . 1/2' TENURED ' /_ ____ _ _-._ +. _.__.i FINISH •CMU x - -- 2x6 SUB-BANb x x x W/I'x4' NOTCH tv METAL LATH r - --- END, WRAPPED IN x x x x x METAL FASCIA WRAP � SHEATHING WOOD / PEEL d STICK OR Cmu x x x x x x 1 \ UIRB LAYER M, x x x x x x DRIP EDGE 1�\ � STUCCO U1R4P(FRAME ONLY) x x x x x x x x x x x x I I f U1RB LAYER -2, FORTIFIBER x x x x x x x x x x x x x E------------------- -- - ---- I ' BUILDING PAPER 1/8 l/8' TEXTURED I (FRAME ONLY) x x x x x x x x x x x x x I ' FINISH WOOD I \\ 2x6 SUB ESAND I ROOFING CEMENT x x x x x x x x x x x 1/2 TEXTURED x x x x x x x x x x `� FINISH ® CMU / �\ DRIP EDGE x x x x x x x x x x x x x x x x x x - \\ j METAL FASCIA \ METAL KICK OUT 14 WRAP Ya' FROM \� ©P L %N x x X x x STUCCO, I' FROM \ ` - V WOOD WALL , \\�\ EXTERIOR WALL (FRAME OR CMU) \ \�\v NOTE NOTCH FOR 2X6 \� \`\ ROOF KICK OUT REMOVED SUB SAND ONLY �\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `\ I 11/8' TEXTURED FINISH is /WOOD, 1/2' TEXTURED FINISH 9 CMU / 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL d STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®i=L�4N A PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/1J 'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL (6) WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x 5U5-BAND WAJi'x4' NOTCH 0 END, WRAPPED IN PEEL d STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/05'x4' NOTCH 0 END, WRAPPED IN PEEL d STICK 'ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL32760 PH: 407.774w8078 FAX: 407-774-4078 www.abdmlgngroup.com AA k: 0003325 1 y• m Z o a i ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 L[ODEL• 4EBB "1828—CALI" GARAGE BNING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C 4 DATE: 04/29/20 SCALE: 1 /4"-1'— 0" 1 6 Q 39'-8" 28'-8" 11'-0" 36-2" O�T P p r4 SLAB — 1 — — FM-12X12 \� — — — — — FM-12X18 _ 4"CONC. cOF al SLAB w01 K `� OW F-24X24� y, CL 1._0" +.3 1l2 I 10 1.1 EXTEND FM-12Xt8 SLAB 1 1/2" 4" PVC 11� CHASE I I I 1 0101, I . 2 P TOP OF I m SLAB I� I I � I 15'-8" `� 5'-0" `,d 1 L— — — — TEA _ I I I N I• *-5 1/2 4" 17'-8" 2'-8" I I o 16 EXTEND- 2 SLAB 11/2" 1.1 -- I mftFM-12X118�'ri 4"CONCF.to o: SLAB-71/2 I0,-3 1/22 FMC-12X18 FM-12X18 — — — — — — — — FMC-12XIS — — SIA _ _ FM-12XIS — — — 0dH 4 4 2'-8" 18'-0" 2'.8" 4' 4" V-10" 10'-2" 21'-4" 14'-0" 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 +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1Y1" 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 VIANDOWID06R TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 I.EIINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36 ), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 543, USING: Pm = 1,5D0 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 WIAXW1.4 OVER GENERAL 31/7' 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 TE-1 8" SEE PLAN 101, FM-12x12 17' CONTINUOUS 17 - (2) ffs _ + '-0" FM-12(18 1T CONTINUOUS 18" (2)#69 FM-18x18 16' CONTINUOUS 187, - FMC-12x18 12, CONTINUOUS IF - s #5 IN CURB VARIES 24" 24" s s (')T- ml 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-77443078 FAX 407-7744078 www.ebdeslgngroup.cam l AA N: 0003325 y � tzp J yqj y o id aD ip o EL 8unDIV. AC LOT: ABBOTT PARK LOT #10 BLK #8 PROJECT 04181.00 -10081 i[ODEL• 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C W„ MIN. EACH WAY MONOLITHIC FOOTING Z Z 4} _I • . ,° � STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ([' — • ° e •'° 4 CELL SEE PLAN FOR SIZE AND SPACING ING REQUIREMENTS g p� O r CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS , I p y mm C. U W I �° ,1� -'O� °.• , GARAGE W^ RECESS DOOR IY ¢ FM O U) Z 6' CMU WALL O N Z 6' CMU WALL (" , CORNER BARS, SAME SIZE AS BAR FOUNDATION WITH LEG EACH W S 8+ � � � — .-a-a' • •) d WAY AT ALL CHANGES IN DIRECTIONS W IN W N +- a-0" TOP OF SLAB - I SO THAT THE STEEL REINF. IS COMINUOUS TOP OF SLAB ,�++••------��r��—.. MATCH AMOUNT OF CONTINUOUS BARS ,I CURS FOR a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BARDIA. 4" CHAMFER (I -STORY) 16 EXT. PORCH SLAB - VARIES —�- SEE SLAB SCHEDULE TOP OF GARAGE • o. CONTINUOUS STEEL MONOLITHIC , FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET r ZiD" AT ELEV: W/ i/Z' ISOLATION JOINT (WHERE e • e • 6' CHAMFER (2-STORY) p4 2q^ W/ 1@' ISOLATION I 4" CHAMFER (1-STORY) ° 6' CHAMFER (2-STORY) a-0" APPLICABLE) i SEE SCHEDULE `36' JOINT (WHERE APPLICABLE) Z • • EE SCHEDULE d WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE � �„ � FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO #7 r��EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @GARAGE SCALE:314"=,'-a' CORNER BARS DETAIL 3 4 DOOR OPENING SCALE: 3!4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' ---_may LAP TOP PLATE A MIN. OF 48" -----_ AND NAIL W/ 160 COMMON AND NAIL W/ 160 COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w w aa Q I 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE T CAPPED N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O g SECURED W/ 2- PART ] SPACING. SINGLE BTM. PLATE 1?k9' WEDGE ANCHOR W/Z' BTM. PLATE TO BE PT. W/FLANGE BASE p, EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO J Q 6', UNO J — PLATE EPDXY 5-1/2"EMBED. MIN. 16'OC SLAB W110d MASONRY 4 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. M = K I SPECIFICATIONS FOR N Q BTM AND TOP PLATE ADDITIONAL METAL USE AND ANCHORS 1 lr2ALL CONNECTORS NOT RE F O SECURE FLANGE TO F=- amo PREPARATION OF Si v COMMON NAILS FILL ALL AILS I REQUIRED WHEN NO SLAB ,M" X 2 HOLE. N HOLES, DO NOT USE 100 w T. N UPLIFT IS PRESENT. w TAPCONS IL w x 3" IY SEE SLAB SCHEDULE a SEE SLAB SCHEDULE a -a' ,�QQ TOP OF SLAB . a TOP OF SLAB d 4- CHAMFER (1ST0RY) 6' CHAMFER (2-STORY)EQ. ZEQ. EQ. SEE SCHEDULE EE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BQALE: 3l4"="°" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4"=r-0 (W/ UPLIFT) 8 scaLE:3/a"=ra' (NO UPLIFT) SCALE 3/4"=1'-0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2? 2z4 OR 2(6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL G w 16' O/C STAGGERED. ADDITIONAL METAL U e ILCONNECTORS NOT Q 0) 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. ? +-0'-(Y' POURED LINTEL CONT. (TYP.) - 6' CMU FILLED CELL (TYP.) ,•0', ..--.,---�,---. TOP OF SLAB SEE SLAB SCHEDULE I / 2X WALL FRAMING f SEE SLAB SCHEDULE 17' DIA. SIMPSON ST82 BOLTS 6' y- 0•,fy z MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND SD CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX " POURED MONOLITHICALLY WITH d . 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 AND COL. PADBLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=V-a' e--�FOOTING SCALE: 3(,V=V'9' 144i N. RONALD REAGAN BL L0N0W00D,FL32750 PH: 407-7746078 FAX: 407-7744078 www.ebdealgngrou0.com L AA A: 0003325 y • �Q J O y 6, y� •�S�j eUBDIV. & LOT: ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 MODEL:• 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: DETAILS %160 MPH EXP. C 1441 N. RONALD REAOAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 y� eQ F FS c F y5L_� � gSg y0 y0 Q�C6}]� #A W O a SVBDIV. & LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 MODEX. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1l4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10'• HOOK GROUTED BOND BEAM VARIES PER ELEV. - a Z ° < I <4 J Q p CLEAN OUT REQUIRED C FOR INSPECTION i ' 0'4 FIN. FUR. TIE RTICAL REBAR TO HORIZONTAL n , REBAR W/ 10" HOOK a BAR SIZE 48 BAR DIA Z�00:::: #3 18" n #4 24" #5 1' #6 W, #T 47' HORIZONTAL/VERTICAL REINFORCING 0 SCALE: 3/4"=1'-0" Z � tH STEEL REINFORCING IN GROUTED g0 CELL SEE PLAN FOR SIZE AND SPACING REOUIREMENTS �Lu U is B' CMU WALL 0, 1�17 SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/7ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE • APPLICABLE) 2 MATCH STEEL 6" PVC CHASE f REINFORCEMENT PER SCHEDULE THRU FOOTING ' SEE SCHEDULE FOR WXD BAR SIZE Z� BAR SIZE 48 BAR DIA g Q #3 18" U #4 24" #5 30 #6 36" #7 47' AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG #5 BARS t Q CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/9'=T-0 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 IMH: 407-774-6078 FAX: 407-7744078 www.abd•signgroup.com L AA #: 0003325 J msil. O y F: r 9tMDrv. & LOT ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 MODEL.• 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C a \WM W723 DART 04/29/20 SCALE: 1 /4"=1'— 0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WBNDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'), S. 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 MATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRZM 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 Imo) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Rx8 (1)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 8 PRESTRESSED U-LINTELS `wef� SAFE LOAD - POUNDS PER LINEAR FOOT Cwa+<•GNre -SAFE PLF TYPE eU8 W646 1 OF1248 tV164B aF290B I eFx aF280BI aM46 I TYPE "„" I — I RCMI LENGTH X-8" (47) PRECAST 2231 4'-0' (49') PRECAST 1966 4'4' (54") PRECAST 160 5'4" (64") PRECAST 1217 5'-10" (70') PRECAST 1052 &-e- (TV) PRECAST 908 T4 (90') PRECAST r4775 9'4" (117) PRECAST 104' (126) PRECAST 11'4" (136") PRECAST 12'-U' (144") PRECAST 13'4" (160') PRECAST 296 14'4' (166') PRECAST 279 14'4" (176") PRESTRESSED N.R. 164" (184") PRESTRESSED N.R. 17'4" (208") PRESTRESSED N.R. 19'4" (237) PRESTRESSED N.R. 21'4" (2W') PRESTRESSED N.R. 22'-0" (2"') PRESTRESSED N.R. 24' 0' 268" PRESTR SSED m®oomo m®om�om O�m�®SDI Om00�00'' �00�00� 1 ) E N.R. __ to 2M 4M— M4 8_04 10n tin (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3'4 (47) PRECAST 1025 1024 7596 4'-U' (48") PRECAST 763 1309 4'4' (54') PRECAST 591 1073 5+4" ("') PRECAST F41 411 745 T-10' (7(") PRECAST 339 616 04' (78') PRECAST 721 490 T-T (W) PRECAST 424 534 363 9W (117) PRECAST 32R 512 230 10'4' (126') PRECAST 284 401 180 11'4" (135") PRECAST 260 452 154 174' (144") PRECAST 244 402 137 13'4" (160") PRECAST 217 324 110 14'4' (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 294 91 164" (184") PRESTRESSED N.R. 259 83 IT-4" (208") PRESTRESSED N.R. 194 64 19'4" (237) PRESTRESSED N.R. 148 1 2 21'4" (2W) PRESTRESSED N.R. 125 42 27-T (284") PRESTRE88ED N.R. 116 40 24'4' (288") PRESTRESSED N.R. 91 1 33 SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS Co AfI -bWn I SAFE LOAD - POUNDS PER LINEAR FOOT 3'0 (47) PRECAST 15m 28M 3524 4991 sal 51s nM 4'-0' (40') PRECAST Ism 23M 3080 m15 4570 5325 eon t:Cf 29M 3000 m15 45m sus eon 4'4' (W4 PRECAST 1m7 2040 2n7 33n 4043 4711 53r3 1207 2W0 2701 33n 4019 4711 mn 54" (84") PRECAST 10te 171 , n76 2m5 3999 3951 4522 1ms 1715 YYn 28m 3399 3901 4s2 5'-10' (70") PRECAST Me 1557,4 25m 3107 300 4133 m m9 1567 2m 2593 3107 38" 41m F4' (76') PRECAST eM IWlq t 2329 2 3251 3712"4 W5 1 1407 ISM 2329 2790 MI 3112 7'4' (BO") PRECAST n7 t 1s 2025 x =7 me 727 1224 tm4 2025 2426 2827 9Ym 9'-4" (117) PRECAST M1 'roe 11 1474 te1 2157 25DO S91 m2 1318 1e43 19M 2291 2819 10'4' (12V) PRECAST wo sn MS tin 101 1 2011 m0 695 1180 1472 17m 20M 2348 11W (1W') PRECAST 474 s04 m 1037 1n 151 17M 494 W7 1043,m 1317"• ISO 1915. 2187 12'-0' (144") PRECAST 4m 4M 724 9M 11 1 ISM 4n 56D 9Wqq 1302 15% 161A,• 2075, IT-4- (780") PRECAST 418 ]BB M7 iM 9m 11 1n3 4M 7M 1159 1418a 16M tm7 14'-0' (168") PRECAST Me°' nd eM 1 12m 4n 717 a i m 1 1 14'-8" (17R") PRESTRESSEDm4 m' m e20 Sm 672 m p4 025 1 9n 151 1131 173415'4" (184") PRESTRESSED P410 31s 3m 4M 016 s7 9D6 mp 7m 1 911 1 1054 1em17'4" (208") PRESTRESSED 2m, 9m 4M M 521 740 038 1 7M 1271 , $73 14n 19'4" (237) PRESTRESSED im 229 2m SW 429 M7 m9 "4 $47 M1 so fOM 747 in7 21'4" (2W) PRESTRESSED 14z 142 x04 , 292 373 9n 3m m7"T ni MI 5M 9M pt M5 1045 27-U' (204") PRESTRESSED 137 137 197 ,m 227 2M 950 3n 513 4s Bm 548 m9 930 BBB 24'-T (288") PRESTRESSED �2. to"• zw 342 4�8 as 567 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 18-0126.03 LIFT BEAM PLAN SCALE: 1 /4" - V-0" i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA •: 0003325 h � Z 3 o ffi S5 0 9 2 H W _' O L J SUDDIV. da LOTil ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 HODEL: 4EBB "1828-CALI" GARAGE 8NING: LEFT PAGIC: LIFT BEAM PLAN AND NOTES V.160 MPH EXP. C DATE: 04/29/20 SCALE: 1/4"=1'—O" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1U' HOOK 3W TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP, FW" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 61 ® 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c �\, PLACE STEEL HEIGHT. O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR B'A16. fp OJT / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / A TOP OF THE LINTEL. 1811 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. 8xl6 DBL. BOND TOP OF BEAM W/ (,) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .�. BONDBEAM F FILLED WI GROUT I q\\0 U = UNFILLED GROUT SOLID FROM TOP V1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF C& IN E BOND BEAM, IF FILLED LINTEL � SEE NOTE 5 BEAM COURSE M �'\� �Q 16-1 T/ 1 Bx8 PRE -CAST CONCRETE �/CqB 5 iL UNTELW/(1)#5BAR(L2) NOMINAL —�� LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT #OF #5'S,TOP s OPENING BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1T11MOB INDICATES A DOUBLE BOND BEAM #0, 05'S, BOTTOM SX8 PRE -CAST CONCRETE SCALE: 314"=1'(Y' AND XFXX- 1TNM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1TMMlW INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-,TNM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3/i6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON . 31/A" PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' 77 d, SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4') 8" FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END VCMU EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW WAL SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAILS J SCALE: 3/4" - V-0" r — SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR SEEL REINF. OF AT EACH SIDE T OF ELEVATION L BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM BEAM__._____ SCALE: 3/C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-77446078 FAX 407-774-4078 www.abd"gngroup.com L AA A: 0003325 W y r C 3 ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 MODEI. 4EBB "1828—CALI" GARAGE 1911IING: 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 W/ (14) tDd x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1 Od x i M" 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"). S. 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD IMIN.) 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 18d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJt CA N CJg p II xN u u x dx u u n x I 26 d d n CJ3 F N n N AJACH 4-0" LONG 2x ICAB TO '1 CJ5 u d p p p TRUSS W/ 10d NAILS t� 8" O.C. x n x s®'� CJ5 (4" FROM EA, END) 1A to 3.1 AIOG I I 6 I= I I _ 3.1 „ � ...�.._ _yam '.:en:e.. • �\e..�.:.. g C C A�� zz� A�s� rt I I e I I I 3C cc .... .... s . ®RE-FF RI a 24- D. .MAX. TRUSS S � 24" O.C. MAX. I I I s I II I a _ 3 OL C J Z C I I I I I I o a° c cl to O 2 I I I I I I az It aQ 1A e = e:s= c 1A --- tA I GT .1 3.7 G /B1 \ / -/ \ _r--u JpY / \� / _ \ Cl ate: _— —�. —: EJ2 B2C R.: 7 8 7 8 53.1 3.1 FRAMING PLAN SCALE: 1/4"- V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdedigngroup.com L AA #: 0003325 4 rn r U h Z K � jps6� y G � a'i Q mm aunDiv. as LOT ABBOTT PARK LOT #10 BLK #8 PROJECT* 04181.000-10081 UODEX. 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (8) tOd x 1 }" NAIL3 TO TRUSS (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOFNVALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #27' x 4", TRUSS AND (4)1/4" x 21/4" SHEATHING 16d x 1 NAILS TO TRUSS (9) 10d(12) x 1 NAILS TO 8" x MAY BE ADDED TITEN 2 ANCHORS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GIRDER, R W W! 10d NAILS, 2 ROWS, 3" NAILS, CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4", (16) 10d x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'.U' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS Wf 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{t) SIMPSON LGT35DS2.5 GIRDER TIEDOWN ) ll V x 2 TRUSS AND HORS" TO x 2 1/4" CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) � x 5" TITEN HD TO CMU AND (12) SDS INTEL CONT POURED LINTEL SEE ARCHITECTURAL J' x 2 �' TO GIRDER 2c SECURED W/ (3) t6d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) J' x V' TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 17, O/C FOR REVIEW 21 SECURED W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5'TfTEN HD TO CMU AND (18) SDS �" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1T O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE 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 LBS (2 PLY MIN.) 7' COVER & 7' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8685 LBS (2 PLY MIN.) REPAIR OF MULTIPLE PICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SS(��GLIR`DERONNECTORS) ROOF SCALE 3!4"=1'-0' 2a �2b�2cTYPICAL SCAL 34'=1'-0 SCALE: 3/4"=1'-W GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2(4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/(3)12d ® 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/ 10ctr1f2 HDG NAILS SEAMS) 0'4' TO W-U' (1) -W BRACE @ EACH END. TOTAL OF 10 30'-T' TO 60'-0(3) "X" BRACE SECURE 2x8 PT. PLATE PER LEVATI N (1)'X' BRACE ® CENTER TO BLK W/ VT FLOOR (2)'7(" BRACE DIVIDED EQUALLY W/ ANCHOR BOLT W/ IG GIRDER 8'•0" MAX (W/1 X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'4' MAX (W/2X4) 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PER ELEVATION lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD PLACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX GYPSUM BOARD OR 1/7' HIGH PLAN FOR LOCATION TRUSS CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD N � U MAY NOT BE 12) tOd's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE w! (2) t"1 REQUIRED TO BE INSTALLED 0 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 518" AS. WITH BTM. CHORD OF MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x8 WOOD BEARING 2-12' NAILS TO POST., BOND BEAM REQ. WALL W! SYP No 2 STUDS SEE POST TO ITDIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. i/7' GYP. WL. BD. ° lx4 BTM. CHORD BRACING 6-9' O!C END WALL OR OTHER ° MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° • • •a 10'-0"O/C MAXSECUREDW/(2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END NTELsecrloNTVP. (D-PRE-ENG'D BTM. CHORD BRACING TRUSS SCALEy'-'� POST CONNECTIONS c 6 SCALE:34"=1'-0 _GIRDER/WOOD a SCALE: 3/4"=1'-0" • e FLOOR TRUSS CONNECTION @ L.B.W. Y 6DALE:34"="°" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH114•D HOLE EDGE >56' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <215'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE -5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE c 3/5°D DBL STUD STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 11 AND BORING LIMITS 12-1-0 SCALE: 314"=T-T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 401-7744078 www.abdesigngroup.com L AAIF.0003325 R y V � 2 � � o 0a� SvnDiv. de I.02 ABBOTT PARK LOT #10 BLK #8 PROJECT 04181.000-10081 MODEL• 4EBB "1828—CALI" GARAGE SIM MG: LEFT PAGE: DETAILS 160 MPH EXP. C 111 VTCR SPACING (1) AT EACH END Illlhti 2x4 BLOCKING BETWEEN TRUSSES VTCR AND &-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE \ 1111j1111 30'-l" TO 601-0 (3)'X' BRACE -A- BRACE CENTER PRE-ENG GABLE TRUSS \ Ijij!I'll (1) @ "X" \ IIIIIIMI (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \- " (AS PER TRUSS ENG) \ I \ 01 PLYWOOD SHEATHING, SEE \� � �� 'ROOFNJALL/FLOOR \ SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2X WOOD FASCIA CONNECTION P77--K� SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16tl ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 6ALV. COMMON NAILS FOR REVIEW CONT. 1T O/C AND APPROVAL SECURED W/ (2)12tl'e C PRE-ENGINEERED BONDBEAM EACH rRuss VALLEY TRUSS CONNECTION SMASONRY EE LE SCHEDULE GABLE END PRE-ENG'D TRUSS-' SCALE:N.T.6. W/ HIP RETURN SCALE:3/4=1'-a' PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES --� AT FIRST TWO BAYS 4-a'O.C. (AT O PRE-PREWOODO.C. SHEATHING SEAMS) (BLOCKING TRUSS (TVP) NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6, MIN. EMBED. AT 37' OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10tl's Q EACH TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG (-.-',,GABLE TRUSS @ CMU WALL SCALE: 314"=1'-0" CIA`( 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774 4078 www.abd"gngroup.com L AA M 0003323 t y � • u > o m 4 C 9VHDIV. Z LOT ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 UoDEL• 4EBB "1828-CALI" GARAGE BVMG: LEFT PAGE: DETAILS 160 MPH EXP. C IM AA NO DA't=-- 04/29/20 SCALE: 1/4"=1'-0" si-mim s3.1B A OA&E-ENO A ROOF WIND DESIGN PRESSURES NET(GROSS) I7 ZONE 1 •23.79 PSF (33.79) ZONE 2 •39.48 PSF (49.48) ZONE 3 •67.16 PSF (77.16) "A"• 4'-O" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH WAND EXPOSURE:'C" RISK CATAGORV: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK Sd RING SHANK, 212' 0, 120" 170000 RING SCREW SHANK 10 RINGS E6.2R INCH) 8d SCREW SHANK 212' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12' CDX OR 7/16' O.S.B. PLY WITH Sd 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 &' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES J 2 Z 7 W , t7 LL 2 ti N�D O to . Z v j SaSdZ x U3UJ� 2 U ED . Z ro EcR W W U w L) O TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. -� RAFTER OR TRUSS ROOF SHEATHING -� (, BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6' O.C. IN FIELD ` 8d RING SHANK GUN NAILS 0 17' O.C. IN FIELD or Ed x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0 17 0.S.)N FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPUCA13LE BUILDING CODE STANDARDS: FBC-R 2017, 6N EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MOOMM AGGREGATE SIZE SHALL BE SIC WOOD: PROVIDE 6%A0R ENTRAINED CONCRETE DPOSED TO EARTH OR WEATHER NONSEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDE 64IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABMNGROUND WHERE INDICATED ON ELASTICITY - 1,400,OD0 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP $2. WELDED WIRE MESH: WELDED WIRE MESH; SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE MATH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO E DESIGNED A FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR 8AND E STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SMALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND REBAR HALL E TM A615 GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 S B AS MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. IN MASONRY DEFORMED BARB FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE GRADE 80 ON A DESIGN LOADS: WITHE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14. "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL1. STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pBi AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR HAND ETAL-PCA E-C N 20 psf TOP CHORD -Ronaon.-t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 08 BAR - 38" WOOD TRUSSES. 10 pa BTM CHORD-nonconcurtent 05 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, LIPPED 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. TOP CHARD p CHORD STOP (7 PBTw/ASPHALT SHINGLES) psT W/ No GYPCRETE) (7 9 (1 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 10AD BTM CHORD 5 ptl BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WAND UPLIFT: 10psf MINIMUM 101NCH 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 Pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 W WIND: DEAD LOAD SPEED =1R2017) MPH 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 (ASCE (FBA EXPOSURE C. RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBIUTV & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: T, UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT W STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, 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: 40pef, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40pa1, SLEEPING ROOMS: 30psT, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PBf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE THE H 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 -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-B0, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISENOTED. LAY-UP MASONRY WALLS 70 BOTTOM OF TIE BEAMS BEFORE WI(COLUMNS. ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED CONCRETE FOR IN -WALL GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, 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 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Ff. FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE Sir THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 146 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: BPECIFICATIONS 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 ASTw A98 F • 36 kW FOR ANGLES PLATES AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM A-500 Co- 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SWILL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAAMM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNnL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE 13 A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL 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 SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 3 B. FOR CONCRETE EXPOSED TO EARTH AtNDIOR WEATHER 1.1/!' FOR05 AND SMALLER Y FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 14W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Y Fy = 48 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S. Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE 70 BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLH:ATKIN MiE ttPE SPAgNO REMARKS PAPL-11. SINE I TYPE BPAgNG REI.fARKB t x]PT FlARING TO CISE HARDENED CYML GARAGE DOOR BUq( 1l4"qA TPPCON MASONRY I s, 110"EMBED., 4"ENO tlsT., MASONRY/GONG. NAIL 110 LONG, 0, TO MASONRYtiONC. NO WASHER FASTENER 11?EDGE tlST. s00. AL. EAT DWNB -HA-EDCgI 0"OIC N1NOgY,DOOR/FASTENED GARAGE DOCA BUCK 1IY dAW IXPM1910H BOLT b'OIC PEMBEO.rEW qsT.. 1x Pf, SEE NOTES WlIL 11?LONG. STAOpEREO I-- TO MASDNRYM/JNC. WASHER 3•EDGE 01W. WnNoowsuae CAREIUROENEDCgL B•an WINDOW,DOIXLFAsicee^ METALeTRAfTo CONTACT THIS ENGINEER FOR SPACING tx Pr. BEE NOlEO NNL,1?LONG. OTAGOERED INTO REQUIREMENTS IXT. sYANG DJIXi p13NSVIA. 'NPR: 1' ,NY EMBED. O•END. NON -BEARING WJOO 1!Y" E%PPN91pN 4"EMSEO.PEND N"OC BUCK h PT,SEENCTEB NOWASHER NASTIER ,F O� tlST.,112"ED3E tlaT. WALLTOOONC. 9lAB VI/WASHER BOLT tlsT.,SEDGE dsT. PXPi WINDONN BUCIt 0.190°PAFx]1/B' 0"OIC a"E_.1T.,, 1IT' t0 STEEL COL. BEE NDTEB 1N1 W,--, eTPvroEREO EOOE dST. NOTES 1. STAPSTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SW NG 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 HILT( X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE & WINDOW AND DOOR BUCKS SHALL BE AS WADE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 4. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WV TAPCONS OR PAF TO THE SUBSTRATE. lw 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngmup.eom AA 8: 0003328 J y a a OV A4 h z LT It S w O V SVHDIV. & LOT: ABBOTT PARK LOT #10 BLK #8 PROJECT# 04181.000-10081 MODEL' 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C - t-kn M0i'Z1114., SCALE: 1 /4"= f - O" SHEET s N1 A r A