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HomeMy WebLinkAbout8003 Broad Pointe Dr1 J J 99 1828-4EBB—CALI HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 �,n I"':rd1'i� aRFV�tII�� SkAw_ I tip 40 COE, ALL CODE I E>L,E,C'0IC .�RH11.1.5 ANTVAFOID ►ODCln of �E,PN ORDINPANCES oc� z -Tat • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: • DR HORTON HOMES 12602 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .yWIMA ffi1M= CODE, MMERUI. 61H 'EMDIT.I'ON $pity) • AM lA1 CAL STATE CODES •OCCUPANCY - RESIDENTIAL. GROUP R3 :CONSTRUCTION TYPE - VB ��• INTERIOR FINISH -CLASS B BASIC WIND SPEED - Vult=160 MPH Vasa=124 MPH •EvDSURE - C .I_STORY RESIDENCE - :I-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. CCL ENTERLINE CAB. CABINET CLG, CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXT. EXTERIORSTSHWR F.GIFX FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR. FLUORESCENT FR DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL GFI INTERRUPGROUND-7ERTCIRCUIT GL. GLASS GYP. 80. GYPSUM BOARD HOSE BtB H.C. HOLLOW CORE HDR HEADER HOT. OR HT HEIGHT INSUL, INSULATION INT. INTERIOR LAV. MUM. MFR. MIN. M.T. MID. MTL. N.T.S. O.C. PL P.B. PH. FLY PLYWD. PR. P.T. R. RAD. RA.G. REF. RM, R.O. S.C. S.D. S.H. SHT. Sim. sL. SL. GL. STD. SWS IEMP. THK. T.O.C. TO.S. TYP. U.N.O. V.P. W. W/ WD. WDW. W.I. LAVATORY LUMINOUS MANUFACTURER CABINET MINIMUM METAL MOUNTED METAL SCALEAl—FLOOR NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL, REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHB RING SIMILAR SLIDING SLIDINGGLASS STANDARD SHEARWALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OFSLABE TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW TERHEATER WROUGHT IRON DATE DESCREPTION 01/l6A8 Cpy p ARCHITECTURAL SHEET DESCRIPTION ��� FEo uPDAtE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PL—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS CpggE.alelED own SIDNG ELEVATIONS ADDED � CD'SRE•IeSUED FOOTING REVBbN PER M BOUES 06rA8 CDSPE-IS w 02/" '�DQNFELE88FOOTERATGARAWDETAIL IFORTMYERS) 02l22A9 PLAN MANTENANCE 03AB/IE REVISED LNTEL 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) 774-8D79 Fax: (407) 774-4078 ADDED ADDITIONAL RECEPTACLEINGANFAGE PER WILL BAT60N (hELBJ SQ.FT. CALC. S 04R4119 REVISED HVAC VOLLMES ON SG" CALL SCH MA (MELW 08(DAS ADDED 'EXIEMORMOW DEEP FOOTER'DETAIL I7/6 (ORL) LIVNG IA28 ea. FT. GAR4raE 4W ea FT. ENTR1 16 ea, �. LANAI SO Sa. FT. TOTAL 2 3N42 SGL FT. C64M ADDED LED L04T3 • KJTCNNEN 4 BATH PER MARL BOLLEB gn/� �D STOKE OPTION ELEVATION C N D (TAMPA) 0S/nne ELEVATION Ys' MDMfs•ADDED LOWER •GABLE ROOF 10/19/1-a ADDED OPT. 8'•0' CEILW HEKeNTB OIA M REPLACE UeF CONNECTORS WTH 60"ON CONNECTORS 04AMO REVISE ENKAVENT RADON PLAIN DR' MIONB 0Qnft OPT. B'-0' CLG. NGT.- ADDED LED L*W N FOYER 01A9478 OPT 8'-0' a& W ELEVATION 'C'- REVISED HE*HT OF ARCNW4Y ADDED ELEVATiONe'L'",'(ORL, STRUCTURAL SHEET # DESCRIPTION OV640 ADDED ELEVATIONS T1G'-T1FI'•T18' (Oft)H.B. PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUHM ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING, OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R!F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RE.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA#:0003325 k sU13DM de LOT ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 1RODEIi 4EBB "1828—CALI" GAP.AGE ffIrMG: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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. M WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13(8INCHES 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 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SWEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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 RIDGE$. 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-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. 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 IN TYPE'W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h m ao S unDIR. & LOT: ABBOTT PARK LOT #7 BLK #15 PRO.TS7CTIP 04181.000-07151 MODEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: GENERAL NOTES %160 RM EXP. C AUG SCALE 1/4"=V-0" 1 GN m*- 39'-A' : r - 0 r r o - r r I r r r r r r r � r r a a I� : 31' 11 oilGo - — -oil///ullo r r �Ib r o Ir 'r r r r r � r o - o o r r • ® - o AT - COLLARD • i AS O - PER _ / r `..i e rr r r oGARAGE . 1 I r : EI 11 • e o - r a - r ., o r - - In:ECvRESS C o ■ oil//Ilo loll///o tl oli/////Ilo o!I/////Ilo FLOOR PLAN SCALE: 1/4' " I'-0' SQ.FT. CAM'S LMNG IA28 SQ. FT. GARK+E 430 SQ. FT. ENTRY 16 SQ. FT. LANAI as So. FT. TOTAL 2,362 SQ. FT. BI�IEeB one GFBm BDIWE 201E OWHWM FWM AtDTIFE FOOTAGE MIN. WINDOW 5 34/-45 CRITERIA EXTERIOR SWMG IB 5 33/-43 DR. MIN. CRITERIA SfsD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 28.2/41.5 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.-C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OON W DAIS KWIII C DESL. TOP PLATE 0 m BAR DETAIL (-A-)BAR NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING8 BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 D MM) IN THICKNESS, SOLID ORHONEYCOM-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 www.ebdeeigngroup.com L AA #: 0003325 k G kOk 6 kkb 6 sXMDIV. Z LOT ABBOTT PARK LOT #7 BLK #15 PROJECT 04181.006-07151 MOI)EX.' 4EBB "1828-CAU" GARAGE SKIING: LEFT PAGE: FLOOR PLAN %jWNPH EXP. C Gt SCALE: 1/4"=1'-O" 1 Al ./-10'-4' BLDG. HGT. FYF'ON LVII OR EOJJIVALENT S'-0' BRG. HGT, COACH LIGHT SHINGLE ROOF FYF'ON BKTIIXIl OR EMIYALENT Ib'X62' FYPON DECORATIVE A SHUTTERS OR EQUIVALENT 4' RAISED BAND(TYP) FIN. FLR. Y—' 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 2364 /300 7.88 VENTILATION AREA X SO, INCHES PER FT. 1144) = 1134.72 SQ. IN. M. RECOREVENTILATION .5X 113A72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGVENTILATION AREA • 1155Qt IN, PER VENT S67.36 /115 TOTAL#OF VENTS REQUIRE • 4.93357 TOTAl00FVENTS PROVIDE - 5 -ARFAOFATnCISTHEPENMREROFTHEHOUSE, LESSTHEOVERHANG EXTERIOR OF WALLTO E)MRIOROF WALLNO OVERHANGS INCLUDED) �W-0' BRG. HGT. WER ml [NJ 0 SEEM Ord, M Uv v FRONT ELEVATION REAR ELEVATION 61 1/4 • I'-0' TEXTURED FINISH SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBGR R103A OFF RIDGE VENT OFF RIDGE VENT 12 "a I I I i V-0' BRa HGT. I 9 �y6'-mv Bra. HGT. I n �D DECO. DTL. � A 0'-0' FIN. FLR---------'---------_----'---- '—'-------------'—'---- -�0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6 W-0' BRG. HGT.p 6 I'-0' i0 ip '—'-----____--'-------- _—_—_—_—_—_—'—_—_—_ RIGHT ELEVATION SCALE. 1/4 • I'-& TEXTURED FINI044 '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407.774.4078 www.abdesigngroupxom AA #: 0003326 F ii kbk 6 nT71 r ee LOT ABBOTT PARK LOT #7 BLK #15 PROJECT* 04161.000-07151 MODEL: 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: ELEVATION "DUI %.16,OL.,MPH EXP. C 1 ^R NO 93723 J PRMRT mm"' IDATE. 08/13/20 aCALE: 1/4"=1'-0" aHEET A2D 11 ELECTRICAL LEGEND SYMEEWL DEFINITION NOTES DBV OUTLET W AFT $MKS POJ IIOV OUTLET IIOV OUTLET N Q OUR.ET Woo ro eIu?cH 4)OR IIOV OUTLET �SHLT MFOR MOMANT TTFE1 E@ 220V OUnAT (4) BOB 001441 CTION Bulr ON Wa IWTIMMWOF OUTLET SPAM PAILT NTEMlPItR SATCH MTCH $WAT OFER BATCH 4.01AT OFRB! 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Ft. 5484 1 et85W1NJ Nat 1(10% 65 TN Tatty OeneN U & Rw eb 5$49 CIWs# TOtal V.atts GmwN W & Rw Pmtl A B 617 5548 LED LIGHTING ® SINGLE LAV. B BATH 12 150 AMP ELECTRICAL RISER MOT TO SCALE. GBERAL NOTES. A ELECTIIGAL MATERIALS AND INSTALLATIONS SHALL coMFLr w 14 BLEOTIICAL FNONSIOW OF TE FIS R AW mITIeN (2 In) LOCAL CODES AND ALL LOCAL POSER CO'TANY IIEOUIREMI4TS, B. ALL CODUCTORS SHALL BE TYPE TSSUa41N UNLESS, NOTED OTNM WOL POUER COMPA TRANL%ORER QM ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC CCNDWT UNLESS SERVICE U FRONOBD BY THE ELECTRIC COMPANY. COORDINATE ATH THE ELNCMC COSPANT PRIOR TO BID. I I � I I L I I I I a I I m I I I i L I l � I LED LIGHTING @ DOUBLE LAV. OATH 01 PRDVDE Snro CU, T14UN • 1% W N 2' COFDIT OR 3 %m AL, TSW a 1% CU N 2' CONDUIT OR 2/0 AL. SLR. (ednWT TO TElR4ATE ABOWB SCPFIT • oY!l4ANR1 COMBINATION SERVICE PlOC42MCT WATCH AND M ELECTMO METER N NEU SR ENCLORM BOAQP ONE NTERSTSTEM BONDNO TBIMMAL AT LOW VOLTAGE CONECTICNS 1 At ON eERNCa GOMM ta1ECTED TO CO CFWM E14GISED FOOT" STEEL F'BR ELCCTIICAL PROVISIONS OF TIC PENCIS Al" @lil@Lft@1L SIB" DIA X S PT LONG COPPER GLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327150 PH: 407-774-6078 FAX 407-7744078 www.abdeWgngroup.00m AA •: 0003325 z a 0 C a eUBDIaW LOT ABBOTT PARK LOT #7 BLK #15 PV ROJECT# 04181.000-07151 MODEL: 4EBB "1828-CALI" GARAGE >l7/ING: LEFT PAGE: ELECTRICAL PLAN 160 MPH Exp. C M DwTZ: 08/13/20 19CALE: 1/4"=r-0" MMET E1 ■ PLUMBING PLAN SCALE. V4 " P-V' 2' VTR I/.. I \ i WC_ AI 3 I� I I Ia' WASHER KITCHEN Sw LLV 2- VTli AUTO VENT T, Ir ^ 2 -� I I Ireti�2�i I/71.e PLUMBING RISER DIAGRAM TUB TO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 �- 74 q BVHDIV As LOT: ABBOTT PARK LOT #7 BLK #15 PROJECTt� 04181.000- 07151 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 16 H EXP. C DR �A08/13/20 OCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB s MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL. BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER I PA 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 (20T) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J I. 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 SMALL HAVE AN APPROVED FIRE OR FIRE/SHOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER 15006TER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIRR16ER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRWK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L444T O/A OUTSIDE AIR ® THERMOSTAT IS PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CCNC. CONDENSER W/ (2)-3/16'X2' TAPCONB UNIT $IMF'SON WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN 4' � �� SECURE STRAP TO UNIT IUf (2) 48XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER_____y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL.� FIN FLOOR OR WALL COUNTERSUNK CA. PLUG I.-6. x SEE SPEC. BRASS PLUG "�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V:C OPTIAMC FIN GRADE OR PAVING 11'8'X8' COIL. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (T� NEXT. GROUND CLEAN -OUT (TYBN ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. MECHANICAL PLAN SCALE: V4 • P-0' d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www.abdosigngroup.com AA #. 0003325 1 q C gbg MS b all UlUBDM Ae LOT IIII ABBOTT PARK LOT ##7 BLK ##15 [PROJECT# 04181,000-07151 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C AUG D—ATE`: 08/13/20 SICALE: 1/4"=1'-0" s iEET M1 2X4 TOP PLATE PRE-FAB TOM IA' CLG. BOARD IQ' DRYWALL -- -- 7v)' SECURE SIT. PLATE TO SLAB W/ Imd MASONRY NAIL • 32' Or - MAX FIN. FLR 2X4 WOOD STUDS •24' or_ SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TUAN 2a' ell- TYP. INT. WALL NON—BRG. 21 SCALE: 3/4'.r-m' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%ftJ1 ON J' O.S.D. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER 604EDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IR' THIICIC 2 COAT =W oowa,ele MEAD cru m r c7u a{t roRn"m rLA6TR ArIft" NOR 0"lle LY TO ATT ATTACWRD TO FILL 5' DIA. SLEEVE, CELL AaF M DO NOT CUT APPOM$41. OOM REBAR eAuxAwss�L LNrrCM i4 IMIft sA PIPE WSATHie 67HW BOND BEAM O NOT GUT LN IY tax.onoAsLN M0"M ALL ARCUOMY oomr~� SOLID GROUT THE BOND cm °Kv' W/ (1)- 5 BEAM w m.sL o. P aD TO (2)COURSE REBARS Wow sAr rwm'we rm w aKv.atm DOOR — — ArPI�orK Riff vaIaY0A1. TRAac MY H4Yl. By orWAO SY OTNEIM ■INTEND TO TRACK MMAcxETs wvOM uvrFIovucr AI'!'I�CVK R!a 2A PIPE THROUGH BOND BEAM a GAS LINE THRU BLOCK 3 GARAGE DOOR D1 SCALE: 11/2'-1'-0' JAMBS D1 SCALE.3/4'-1'-0' /6' GYPSUM BOA OR I/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4J R48ULATION WINDOW ATTACHMENT �AS PER MANUFACTURES URES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING ------- STRIPS • 24. O.C. e' cm 1/2' GYP. W-. BD.—� WOOD BASE — 0'-0' FIR FLR,_ _ a a .a (1, W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' O.S.B. SHEATHING OR;' Cox PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIR FLR a B TYP. WALL SECTION NO OPENING NO PER SECTION S".1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)OLA ER"LN ERLAYMENT SYS EM D1 SCA-E� 3/4'.1'-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES OVER W FELT PAPER OR 6YNT14ETIC PRODUCT, INSTALLED PER SECTION R808JJ ON J' 0.$Z. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS —2X4 SPF 24' O.C. MAX --� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS -- OTIFFBACK AT ALL L PER STRUCTURAL DI TYP. PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION IF \ 5/8' GYPSUBO ARD OARD OR I/1' HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT -lam PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIR FLR a. IS, cm . v ,a n W/ WINDOW OPENING H R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ux2 P.T. FURRING STRIPS M 24' Or- 1/2' GYP. WL, W. WOOD BASE FIBERGLASS SHINGLES OVER I30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' OJiB. SHEATHING OR }' CDX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TR SO WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS IF1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CT11 0-0' FIR PLR a TYP. WALL SECTION NO OPENING �511—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6076 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 2 cIM b b SUDDIV. As w ABBOTT PARK LOT #7 BLK #15 PROJECT 04181.00 —07151 MODEIa 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS vQ16Q,MPH EXE C AUG SCAIM: 1/4"=1'-0" 1 D1 rcrL 2X6 P.T.. CENTER 07 DOOR MADIR /EGIRED UV (U W' X S' J-8CLT UV 4' MIN. M'MCMENT w 2' x 2' x V6' U4ASIER 4 NUT OR UV (2)1,2' X S• ANCHOR OOLTS UV 2' X 2' X w, UNSIER 4 NUT UB tUCUPW NA ON RAT TO SILK goMAT 91 MA60NW NAIL& 2Xi 6ARAw D SIUOC 6ECNIIUEO © uv (5) V2' x VJ-80LT OR ANCHOR DOLT6, UV 4' MN. E"EEDI'ENT, UV 2' X 2' X LAW U #"It 4 NUT. (I) WTHN 6' CR TOP. (U WTHN 6' OF THE STK (!)EVENLY 6PAGED. ® O R NOTES, ALL ANCHORS SHALL ME N ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTRJCTION6 Ulk 911CM NATNIIGTIOMB AEV MORK ATR NSAWr GARAGE DOOR BUCK ATTACHMENT 4CAL4,IM- 8' C'KJ V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE Ti4RU FRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 70 MIN. EMBEDMENT IY4 WITHIN 8. OF EACH END 4 18' O.G. MAX SPACING DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 RENDOW B CK +9 4 0 +5 4 A SCALE: KTA. 2X4: m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 YW ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BL WR-W6- TAPCONS(MIN. SUANK SIZE 146 MIN. HEAD SIZENvO MIN. EMBEDMENT 1 Y4) WITHIN V OF EACH END 4 V CMU 18' O.C. MAX SPACING. Jf' DRYWALL 2X8,m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-14. SING TAPCONS (MIN. SHANK SIZE SIZE .145 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' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" wwDow 7'0 BLACK +1-1 " L"%SCALE, N.T.S. 2X4a SECURE TO BLOCK V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN e' OF EACH END 4 NOTE. STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH TAPCON80 BLOCK W/2-%* NON-STRUCTURAL V.- TAPCO(MIN. SHANK SIZE .145 EM15ED MIN MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4) 8' CMN WITHIN W OF EACH END 4 'DRYWALL 16' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-%- 74' O.S.B. X 4' MIN. TAPC X46 DOOR CASING N. HB (MIN. SHANK SIZE .145 MIN. SIZE 300 DOOR JAMOR 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 PLUMS JAMB (DO NOT EXCEED Y4 J DOOR JAMB TO BLOCK +1-15 1"8" in1 wDLDOI TO BLACK +1-15/ 8 " SCALE, KTA. 2X4:4e SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-N1(s' NON-STRUCTURAL Jl{s' TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") 8• CMU WITHIN V OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X84>m SECURE TO BLOCK WR-i4' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) SOW lMW Tl� TO BLOCCKK+22114$" " ALE. N.T . 2X4s SECURE TO BLOCK W/' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0.19 WITHIN 8' OF EACH END 4 NOTE, 8TR11CTURAL ZX 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-TV.'NON-STRUCTURAL iW STO TAPCON MIN. I-Ys' (MIN, SHANK SIZE A45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I A,) ' DRYWALL WITHIN V OF EACH END 4 18' O.G. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2XS, SEA BLOCK W/2-%' DOOR CASING (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" (T:+1 TM If TO BLACK +3" 'SCALE, KTA. 2X4= SECURE TO BLOCK W/ 9(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACINCT. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %- TAPCONS(MIR SHANK SIZE TAPCON MIN. 1-Y4 J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y49 V OF EACH END 4 8, CM 1e' O.C. MAX SPACING. DRYWALL Jr)• DRYWALL OR I'X2' P.T. NAILER SEC2xghURE SECURE TO BLOCK W, 2ND 2X SECURE TO SIZE TAPCONS(MIK SHANK SIZE STRUCTURAL MEMBER 14g W/1Z1124� WITHIN 8' OF EAGa MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 1 Y4') CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ttAGH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM5 JAMB (DO NOT EXCEED 4 ) DOOR JAMB 70 BLACK +3" F MMW To BLOCK ALE, KTA. 2X4s SECURE TO BLOCK W/Y♦' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 114') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MST BE ON OUTSIDE 4 IV O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-)4 TAPCONS(MIK SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) 14' DRYWALL WITHIN V OF EACH END 4 IS' O.G. MAX SPACKJG X4' OR I'X2' P.T. NAILER 2XS� ❑ SECURE TO BLOCK WA-1/4' 7(4. O.S.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J48 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMS IN OR WDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. N M M.lmmTo FAA Uf{>foo,lol 4,CROW DOOR JAMB TO BLACK +3-7/18" G WINDOW TO BLACK +3-7 8" E, KT9. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN e' of EACH END 4 NOTE: STRUCTURAL ZX US' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK WA-1/4' NON-BTRUCTURAL �(s' TAPCq,18 TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHIN 8' OF EACH END 4 K DRYWALL 18' O.G. MAX 8PACNG I'XW OR I'X2' P.T. NAILER 2>(D s SECURE TO BLOCK WA-114' ' P.T. X 4' MIN. TAPCONB CASE+ (MIN, SHANK SIZE .146 7,oOR MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MAN rACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/ I" ivt wD4DOw To BLACK +3 3/4" `�JSCALE, KT,B. i44i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdoslgngroup.com L AA M: 0003325 � rr W F II m C b ND a ITI I I 9 BUHDIV. As LOT, ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 MODEL: 4EBB °1828—CALI" GARAGE !LIKING: LEFT PAGE: DETAILS 16 PH EV,. C - uu DA 08/13/20 SCALE: 1/4"=1'-0" U!I'IEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10441.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 30S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2027 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 JA41 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdaWgngroup.com AA #: 0003325 e kbk 6 M� BVSDIV da IrOT ABBOTT PARK LOT #7 BLK #15 PROJMCT# 04181.0 0-07151 mcl)ZIe 4EBB "1828-CALI" GARAOOi BWMC;: LEFT PAGIC: PRODUCT APPROVAL LISTING 160 MPH EXP C 1181 APPROVED BWLDNO MIAP SHALL'0V BE LAL L P A POLL Q 6' � VERTICAL LAP! (ROLL PLAS GOLF-ADNERSND MEMBRANE PLA6NIN6/COMPATIBLE WV FIOJSE ALL G x 6• • HORIZONTALT10LAPS.~ ALL FERMI NEED TO EIE TAPED LATH VERTICAL LAP TO BE V MATERIAL) OVER APPROVED HOSE WIIAI! 4• VAN FORTIBER 6MEATHWNdr TAPE � PLASMNM TO EXTEND ONTO Ps / 1. OR LEIS PIPE � 6 .6' FLOP-ADHERMSr MEMBRANE PREFON•ED CONTROL Jow ✓i' THIOCPENETRATION 3 GOAT CEMENT PLASNIN6 [CO'FATIBLE WY FIOISE FLAMM OF CONTROL JOINTS T � BE WIRED TIED TO LATH • S' \ PLASTER WPM LAYER 4. PORTSNDER / \ OVER 4'x4 \�:� .,. 1 -�-. IELP-ADMERN6MATERIAL)B4W MRRANE' ,. M6 OVER APPROVED OG MAX (VERTJ. NOTE,. DO NOT FASTEN CONTROL JOINT TO EWLPNG PAPER / r rdx tar . rirAL ut" \ MOANS R.ASJJ�IKT9ID ONTO PIPE 1431 N. RONALD REAGAN BLVD WALL EVEN ITUD 6U6TD LONGWOOD, FL32780 BEYOND EXCEPT STAPLES W[ APPROVED METAL LATH (VERTJ ONO. MAX �y " PH: 407-774F078 %FEQIRE�� UND TO CONTROL JOINT TEMP Abb 1" X X X FAX: 407-774d076 DUItlN6 INSTALLATION al. � � � CUT AND OVERLAP ONE SIDE OP wwwAbdnlgngroup.com RbTQER6 TO CE SPACED IT�UCl.L.AA ER � � METAL LATH �''� ME'MRAW CUT AND OVERLAP ONE 610E OF AA 8: 000 326 I' Or— MAX VERTICALLY WOOOD SHEATMWN6 111111115 I' THICK COAT CE'IENT STEP SELF-ADFERNf MEM11RAIE MI STEP 02 K A6NN0 9, STUCCO UVIAp I "TER3 METAL WAm LAYB! 6T000 WRAP I f! :t q;i.�;r _ "Sk j`% ... XJ y+•s.. .! T / \ LLRD LAYER 4rPORTIRDER� I LATH am LAYER /r— 4. PORTI'IBER �� OWLONG PAPER .:: UM LAYER 7. PORTIPIGIR DING PART! METAL LATH cc Fall 11 \ ter— i I STUCCO WRRAP 6•x6' IELP-ADNERNIi MEIMBRANE PLASMN6 OVER 4'x4' I SELP-ADMOV45 MEMBRANE FLASHN6 OVER APPROVED i' ro i' LATH SHA1 NOT °°" nK WOOD SJEATMM INSTALL PAOTENERS (CLIPS. STRAP/. STAPLES) b Mom WIWA•. TO IMrt BE CONTIIJOUS . ro r r to A• I REGiIIRED TO SECUREA EXTQO ONTO ~ �1PLASNN6 FPE/ WME TO PRAMS@ 4'xPLA6H 9L JOINTS BUTBUT SMALL M STOPPED AND OVER APPROVED RO" xm.. TIED AT EACH /IDE. x I �� r wN LArw r PLGMIl1R TO PxTENO ONtO P7rt PER bm C1063 / PROVIDE PLA2X4T MAXILO0 T LM• r "'�a �IL TJOU \� PLACED PLAT MAX. 1' TO S• ALL Lar ATE. \ \ PROM 024TROL JOINT WWEN CONTROL JOINT PALLS ON j j ——✓b1.L7�tOt.. !(.' GOAT. BEAD OF GMANT L PASTENER6 PON LATH TO BE NAILS OR —�. _ i STNJCIURAL STUD f 6CALEi 1 IR'.I'-0' INSTALL APPROVED MOIJSEWRAP AIR STAPLES N COMPLIANCE WV AGT1 CW*3 RLTTTM� BARRIER OVER 2. WIRE TIES TO BE (NO. 10) PA41I• LIM 3. BLOOKNS. SHOWN MAY BE N APOITIO l \ ELASTO'ER IC COATM OVER 6TUCC0/ TO WALL STUDS REfiIIREP PER PLAN C.V. PNSN (SEE TIT WALL SECTION) I I A I VERTICAL LATH km 6 S v & PAPER DETAIL u00D STJos SECTION PER SECTION( WluYrxn NFL SHEATHNEkhpoNand cement geMer 61DE LAPS OF METAL shall —gply Wth ti1a application PLASTER BAM SMALL mquiremenls of ASTM C 926-12A BE SECIMIED TO BUILDINb v tut IrulaliaWon olexlerlor IalNrp and fraralng O"M" TYPE CONTROL JOINT THEY SMALL BE TIED PAreR PRAMM6 bolo s. LeP shall comply ext ASTM C 1gand fte. 4n BETWEEN SUPPORTS WITH SO416-N (12I4'M) STUCCO x' Lar • u1u ii' ILM AT INTERVALS NOT s• L.M . PMsas MORE THAN 11 (no -MU V �2RRbTMCIg3 FOLDNWYO.PT. A l POW SA PIP PENETRATION DETAIL (FRAME) L LD NYA• IC PT. A bLV 7. GT1AN • Pr. WI ® ® ®KIC KO UT PORPOlM AIRF TEARS HORIZONTAL LATH N.T.S. IN UM LAYERS, TEAM DETAIL MAY TA BEPATCJ& ,PAPER DETAIL uWHaJ6E uJRAP TAPE PER MANUP. SRC. OR PciD PEEL 4 STICK N OLroALo Ps ulo . ® L FOLD awo . Pr. • WOOD SHEATHING OR CMU R >uswS UI.ORa a PR.5 WR6 LAYER 01, .n. > u�.AW • R, o > oR1Aa • PT. a STUCCO WRAP (FRAME ONLY) ♦ POLO R. C OVmW lar. V • TILL Pr.O Tcumm t °O1q'PL~ ® F i' THICK, 3 GOAT CEMENT ® PLASTER (FRAME), CGOAT LEGEND CEMENT PLASTER (CMU) x` METAL LATH (FRAME ONLY) LROOAP 4 TAPE L SCREED OVER DRAINAGE PLANE (WRB NL M """ran LAYER 1*1, STUCCO WRAP) aAL POLO. m twouT. j' TMICK 3 COAT CEMENT i 5'X5' 'L' TYPE CONTINUOUS WRB L AYE R *2 C FORT IF I BE R — - — - — - — — — �T PIER -21 M1; PEN ? (NAIL TO TROOF DECKAL �NOT BUILDING PAPER) uRB LAYER 4, roRTPIBER BWLDN9 PAPBe malt 04.T, WALL SHEATHING) UM LAYER 'L �+ � GAP SHINGLEMETAL LATH - DO NOT NAIL, X—X—X—X /TJeeoWIRAI•nPW7oNn INSTALL WITH ROOF CEMENT SVHDIV, aW LOT: ABBOTT PARK LOT #7 BLK #15 PROJl.CT# 04181.000-07151 MODZIJ 4EBB "1828—CALIt1 GARAGIC 9WING: LEFT PAGIM WALL ASSEMBLY DETAILS Wilk LrL,TIe".a�~ MPH EXP. C orvl wJLNO m*m xTOP �. m I STUCCO MI ROOF CEMENT �ROOF PER ELEVATIONS WOOD SHEATHING gcffmj~ram '� I SELF-ADHESIVE FLASHING — — — — — — A 1 20 0 NOTE' METAL LATH: LATH TO BE PER SECTION MNWO rwLy ,,� �mammaw'`°" R-103.1.1 / ASTM C-84�-OcJ, MIN. 2.5 LBS. PRINT IwTAu KWarour 08/13/20 '"'"" °°'"" i'dewl PER SQ. YARD (UTILITY OR NOMINAL awls: , N1°'�T 0 ' OW WowouAP v ECALR: 1/4"=1'-0" " �T 5 MM LATH DOES NOT MEET SPECIFICATIONS) 8*vc T PA"'14'C` L FLASHING N.T S. W A 1 INSTALL 6' SELF -ADHERING MEMBRANE PLASHNG OVER STUCCO TTUB O TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE • 91mnrISCa OF FLASHING TO BE, I. BOTTd'1. 2_ SID[38. 9. TOP OVER TOP t SIDES VENT CAP 18 TO BE GET M BED SELF WOOD OF SEALANT AT TOP AND FLASHING R -1, SIDES ONLY. SEALANT IS TO BE LIT STUCCO WRAP TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 02, FORTIFIBER 1441 N. RONALD REAGAN BLVD "P" E-Z BEAD ALL AROUND PREMANUF. DRYER BUILD PAPER LONGWOOD,FL32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-774-6078 JOINT& AND INTERSECTION6 CONT. SEALANT) UIOOD FAX: APPLY SEALANT AT PERA'ETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO CON61RlCTION . y��MISH •TEXT �D FASTEN TO WOOD STRIC'IIiYAL www.abde°Igngroup.com www.abdosigngroup.com AA M: 0003325 ONALL &IDES. A CAULKING • JOMT ALL AROUNDTOP SEALANT* e, a u MFJ IDER -I Or— MAX t SIDES $' TO 1SMln_mei i N o—A PER SECTION R703.7 ut� n BACKER Roo Ededor!INN and Onleft Exterior use of Portland cement plaster shall comply with the application 6 B DRYER VENT (,BLOCK) 4' Y� ' :x. requirements of ASTM C 926.12A. 6' WIDE STRIP SELF `., r Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ti ADHESIVE K-4614WA CLEAN MASONRY DBFae! APPLYING WRD LAYER 01, ' . b'�:' TEXTURED STUCCO WRAP HOODED VENT BUILDING PAPER FMISH MASONRY OVER 'QUICK r — — — HORIZONTAL WEEP SCREED JTHIC 3COAT CEMENT FLASH — -� (FRAME TO BLOCKI METAL LATH — — WRB LAYER 02, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING 1 X C 6 DRYER VENT FRAME 6' SELF ADHE64VE FLASHING (INSTALL e' PER MANIA SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' _ LAYER 44 CUT OPENING IN STUCCO WRAP APPROVED HOUSEWZAP FOR BOX INSTALLATION VENT PENETRATION UIR1A LAYER 7, STUCCO STUCCO WRAP CUT 'X' INTO BEMBRANE FLA MEMBRANE FLASHING SCALES N.T.B. APPLY SELF -ADHERING 1 WOOD SHEATHING OVER BOX AND OVER APPROVED UIRB LAYER 5TEP 01 5TEP 0 BUBD . as ror. ABBOTT PARK APPROVED LOT #7 [APPLY �L �P WRB LAYER 01, BLK #15 ELEC. METER FIELD I STUCCO WRAP PROJSCT/t VERIFY LOCATION ELEC. METER FIELD 04181.000-07151 VERIFY LOCATION CUT SUCH THAT NO MEMBRANE 6 APPLY 6m MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING MODSIA ENTERS BOX, - OVER 4EBB STUCCO SCRATCH COAT APPLY TO FACE EDGE SELF -ADHERING "1828-CALI" AND ONE (1) LAYER OF PAINT �` pO�ER g�aa awlxa: PRIOR TO INSTALLING ELEC. '�OU��'P LEFT METER WR8 LAYER 01, FORTIFIBER PADS: CAVITY TO BE FILLED IBUILDINCs PAPER #3 WITH RIGID POLYMERIC STEP STEP #�, WALL LEGEND ISOCYANOTE-POLYBLEND FOAM ASSEMBLY ('GREAT STUFF' OR SIMILAR) DETAILS SILICON — ELATINGa DRAINAGE PLANE IWRB ease SEANPOINT OVER COATING OVER �uiAL 1BO PH EXP C LAYER NI, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD (BE�E�TYP) GAL IF WRB LAYER 02 (FORTIFIBER — — — • — — e•e•e SECTION) OGRARDEI'0' ° BUILDING PAPER) AREA To RECEIVE FELT-PROVIDE METAL LATH STUCCO SCRATCH COAT SEALANT METAL LATH x—x—x—x t 1 COAT OF�P PAINT WP AND BACK- INTERSECTIONS e ° e' AUG 1 0 STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COM50 OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 51EP #� i4RNO°°'� DAJT� S'. 08/13/20 NOTE: METAL LATH: LAT LATH TO BE PER SECTION ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE O 8CALS:1/4"=1'-0" R'103.i.1 / ASTM G-841-09, MIN. 2.5 LBS. O PENETRATION '*1111111111I''Vd PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) del A� 100"al•J DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - BUILDING PAPER) METAL LATH x-•-x-x-x STUCCO L-'7 WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - � 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 0 1. O.G.) C� %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA 8: 0003325 BB� as UDIIAT: ABBOTT PARK LOT #7 BLK #15 PROJECT* 04181.000- 07151 MODEU 4EBB "1828-CALI" GARAGE BVMG: LEFT PACE: WALL ASSEMBLY DETAILS 16VWH E C LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — • — • — 5UILDINCs PAPER) METAL LATH x—x—x—x stucco WOOD SHEATHINGS YIOOD SHEATHMG OHM �SISTIVE WEATHER RESISTIVE / BAMERV WEAL SIONS ,� / \ 5.OW- PLASHMG S• SELF -ADHERING FLASFIR•IG f \ 1 ERR RMOTIVE STARTER STRIP / `\ \\ 4 W A THER FES16TIVE f `lfk!� on\ *' 6ELI �ADFERMG \ " ' GALV'D FETAL GALV'D PETAL W PLASHIPI3 'r FLA8104 OR p TRIM�R / LLIaOD TRIMol GAp \� fZ/0-RAPPOCVMI; rAGM SIDING TO STUCCO ` ® BLOCK TO FRAME � � � TRANSITION MOOD CONSTRICTION BEYOND = SFEATNIN3 TIT ER IryR'SISnYE MAX WEAARHHEERIPOW6TIVE BOXlLAP MDM/ 5,, � F-ADFEaNG AASHM BEI 1•ERM3 �. i WEATHER RESISTIVE ASN / \ \ DARWER -1 STARTER STRIP \ \ WEATHER IM616TIVE `• �FI.ASN F--ADHERM6 \ ia! TAL GALV'D METAL G 'r FLAMNM3 HAE TRIM PER pELEVATION CAAM / HAE TRIM PER ELEVATION OR APPROVED SEALANT \\ SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION .RR« 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.807E FAX 407-774407E www.abdeafgngroup.com AA C. 0003325 o m 8UNDIV. 89 LOT: ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 MODEL: 4EBB "1828-CALL" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 JJPH EXP. C 1/8' TEXTURED FINISH * WOOD, V /- \ 1/2' TEXTURED x .. ---- ---- ----------------------------- - -- I / - — -- 2x6 SUB -BANS FINISH • CM x x x W/I'x4' NOTCH METAL LATH x x x x x r---------------------- END, WRAPPED IN PEEL t STICK METAL FASCIA wRAP oR SHEATHING x x x x x x x x x x x x -------- - ------ ---- DRIP EDGE P\ I\ - TU STWR UCWRAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER e PAPER x x x x x x x x x x x x x x x x x x x x x x x x x 1/S' TEXTURED I FINISH a WOOD \\ 2x& sue BAND —ROOFING ItILDING (FRAME ONLY) CEMENT x x x x x x x x x x x x x '' x x x x x x x x x x x FRAME OR CMU FELT PAPER 1/2' TEXTURED \ FINISH 0 CMU \\ DRIP EDGE x x x x x x x x x x x x x x x x x x x x DRIP EDGE \\ x x x x x x x x \ \� V METAL FASCIA WRAP YB' FROM \ ©PLAN E3 METAL ICIuc our x x X x x (REFERENCE POINT ONLY. FOR WALL OFF \STUCCO,\ - - -- 1' FROM \ WOOD WALL \ x SET OF COMPONENTS) \ ----- --- EXTERIOR WALL (FRAME OR CMU) \ - I' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM Or - DRIP EDGE �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY \ ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/Wx4' NOTCH \ END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK \DRIP -ROOF CEMENT EDGE, I' OFF WALL NOT INTO STUCCO) ``11/8' EDGE ORMOI�TED FOR \� I TEXTURED FINISH m CLARITY ``\1\ %WOOD, I/2' TEXTURED SUB BAND DETAIL 0 WALL \ FINISH * CMU / ' 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®E L E VA T f ON METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/I�*x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) xLIN- \ x x X �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X x x x X x x % X x x x x x x x x x x x x I x % x x X X % X X % X X J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X .. SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wlll 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #. 0003326 h LA S = Z l4 o a m SVHDM As LOT. ABBOTT PARK LOT #7 BLK #15 PROJECT/ 04181.000-07151 MODSIA 4EBB "1828-CALI" GARAGE SWUM: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C E z U D7 O 4 39'.A" 28'-8" 3'-6" 3V-2" 0'-0" TOP OF 1 SLAB — 1 — — — — FM-12X12 — — — — — — FM-12X18 — m X \ \` w SLAB LLI F-24X24-31/2 - 10'-0" 10 %` 1.1 . EXTEND FM-12X18 1 I `;\ 4"PVC SLAB, 1/2" "'y"CHASE ,; \ I . TOP OF I SLAB \ \ `\ I yyI 2 1` �51/2 I I 4" Y-0" 5 I 4 IN I� I EXTEND SLAB 1112"fjF LIMC.12XI. M-12X18 D I4'CONC.�wSLAB-71/2 I .� 23'-4" J 1.1 FM-12Xi8 ' FMC-1 18 L 1.1 _ FM-12X18 1.1 4 4 1.11.1 2'-8" 16'-0" 2'-8" 4'-4" 3'-10" 10'-2" 21'-4" 14'-0" 39' 8' FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-W-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2"FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #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. 530-113/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM RE INF. TOP REINF. T.O.F. SHORT LONG E-1 8" 1 - a + 0"-0" FM-12x12 12" CONTINUOUS 12" - a +0"-0" FM-12x18 1211 CONTINUOUS 18" - (2) We + 0'-0" FM-16x18 16" CONTINUOUS 18" - a No FMC-12x1S 12" CONTINUOUS 18" - e #5 IN CUB VARIES - 24^ s e (-)g-4 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 6 sUnDrv. ae LOT ABBOTT PARK LOT #7 BLK #15 PROJECT, 04181.000-07151 1[ODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 3W MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a c SPACING REQUIREMENTS - GARAGE DOOR W m U Lu w RECESS cr FM g � 0 8" CMU WALL O B"CMU WALL SAMEER BAR I° H W W B' `oy Z +- 0'-0' JI W FOUNDATION 30" LEG EACH S Yn +- 0'-0" TOP OF SLAB ! o ! WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS ") �' CURB FOR EXT. PORCH SLAB < SEE SLAB SCHEDULE ZE 48BAR DIA. 4"CHAMFER (iSTORY) 18" � EXT. PORCH SLABW/ - VA RIES SEE BLAB SCHEDULE TOP OF GARAGE ` ' 4" CHAMFER I°I u. I� � °"v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �� MASONRY UNITS SET '- �;p° AT.ELEV: 112" ISOLATION ., ° • • 6"CHAMFER(2STORY) 1. W/ 1/2" ISOLATION (1-STORY)JOINT(WHERE 6" CHAMFER (2STORY)���JOINT Z SEE SCHEDULE 30" 1116 (WHEREi.dAPPLICABLE) APPLICABLE) Z aQ EE SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iFOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 47' AND BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 314"=V-0' LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT VERIFY NAILS, 2-ROWS, 4" O/C BTM. HEIGHT OF WALL LAP TO OCCUR OVER STUD PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W O a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED 7 y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W! PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W12-PART K SPACING. SINGLE BTM. PLATE 1/25c0" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE 0®L. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO - 8", UNO PLATE EPDXY 5-1 /2" EMBED. MIN. ®16" OC SLAB WItOd MASONRY 9 a FOLLOW All MANF. SIMPSON SPH4 SPH6 MAX. NAIL 16" O/C STAGGERED. M 2 K SPECIFICATIONS FOR y¢ USE AND BTM AND TOP PLATE LA ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO I=- m PREPARATION OF U ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) il4" X 2 t/4" HOLE. w N HOLES, DO NOT USE tOd w UPLIFT IS PRESENT. IL TAPCONS x 3" w SEE SLAB SCHEDULE 0_ SEE SLAB SCHEDULE ,QQ TOP OF SLAB . ; ° TOP OF SLAB . _ 4"CHAMFER (I -STORY) 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ, SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY B°ALE:3/`=,•-0" MONOLITHIC FOUNDATION 7 INTERIQR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4"=1'-a' (W/ UPLIFT) 8 BCALE:3l4"=i'-0" (NO UPLIFT) SCALE:314"=1'0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Q ^ PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO � d BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLABIC WSTAG/10d MASONRY NAIL � w 16" OGERED. ADDITIONAL METAL U a CONNECTORS NOT U) REQUIRED WHEN 8" CMU WALL UPLIFT IS PRESENT. � Z POURED LINTEL CONT. (TYP.) .: ;: 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +_ 0-0• TOP OF SLAB "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND b ". CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX - POURED MONOLITHICALLY WITH _ate FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .,-a•g 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 OTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) SE0SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4'=1'4" Ii N. RONALD REAGAN 8t LONGWOOD, FL 32750 PH: 407-774.607E FAX 407-774-4078 www.abdoslgngmup.com AA N: 0003326 F y C iggo-- 6 kbk 6 NJ stMDlV to LOT: ABBOTT PARK LOT #7 BLK #15 PROJECT* 04181.000-07151 MODEit 4EBB "1828-CALL" OARAGM SNINO: LEFT PADS: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAOAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003325 ® g r pF Q M k C Svsa:v a LOT ABBOTT PARK LOT #7 BLK #15 [PROJECT# 04181.000- 07151 UOaELs 4EBB "1828-CAU" GARAGE 8IVMG: LEFT PAGE: DOWEL PLAN %160 MPH EXP. C AUG AA NO n TE 08/13/20 8CALM 1/4"=1'-0" SHEET s1.2 TIE. VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 4 _ N ° O CLEAN OUT REQUIRED FOR INSPECTION Q m v elr° —J 1110'-0" FIN, FLR. TIE ERTICAL REBAR �.� TO HORIZONTAL RESAR W/ 10" HOOK ��]]LILI''�� • tea— -.� BAR SIZE 48 BAR DIA. �''11cc-- Z W #3 18" 0 #4 24" U #5 30" #6 36" #7 42" HORIZONTAUVERTICAL 0-72—N 4"=1'-0" Z � STEEL REINFORCING IN GROUTED d. CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS zi O Z 8" CMU WALL 0 M \ —SEE SLAB SCHEDULE EXT. PORCH SLAB CHAMFER (1-STORY) W/ 112" ISOLATION a 6" CHAMFER (2-STORY) JOINT(WHERE Ffi�`4" APPLICABLE) Z ATCH STEEL 6"PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD BAR SIZE BAR SIZE 148 BAR DIA. #3 1 18" m U #4 1 24" #5 1 30" AND BAR QUANTITY PVC CHASE (DIIH� 'd IVY yr JIAtl d . d d d 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS E �1 1. 8" ., CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN 81 LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 7 a i } h t3 Q iD b auSDm ABBOTT PARK LOT #7 BLK #15 PmoimcT* 04181.000-07151 moDEL• 4EBB "1828— 'ALI,, GARAGE SVInNG: LEFT PAGE: DETAILS 160 MPH W. C FRAMING NOTES: ■- 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS. WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE laaaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (i)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELTM 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FO4 f SAFE LOAD PLF TYPE Wa 4Fttra f#84oe TYPE NGTH LEBUS 74r (42') PRECAST 2231 4'4r (48) PRECAST 195E ,V-r(641 PRECAST 15M S'-4 (64') PRECAST 1217 V-10- (70') PRECAST 1002 8`4r (W) PRECAST SOS T-S' Mn PRECAST 743 94' (112') PRECAST 554 1V4' (12n PRECAST 475 11'4- (188') PRECAST 302 12-4r (144') PRECAST 337 184' (lWj PRECAST 2911 14'4' (116n PRECAST 279" I,V- (179) PRIESTMESSO MR 1B4' (1841 PRE87RIESM N.R. ir4' On PRESTRESM N.R.19'4' Mn PRESIRESM RR 214(2' n PRESTRESSED N.R PRESTRESSED XV) PRESfBED N.R W-V QSS') PRESTRESSED N.R Om®0�0 ommommm mmovvom ommmmmm mzAwm®0©00 moms©om 00©0©00 m0©E K=E �aITt�000�m QM ��m0�m0 r�avmo©oo ommoo�r�! oommm©o oc�m�aomo oommmoo ©om�amov ��mmm�0 ���0000 av000avoo ffzmm=w"00m0 avoava©000 0mcm"0®mom �� EZANZAK30� �©ooa�aoo (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM'SAFE LOAD TAB" BY CASTCREIE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPED FICATIONS V-r (42') PRECAST 1025 1024 18BS C-W (48) PRECAST M MS 1300 4'4P (649 PRECAST 502 691 1073 84" (B4') PRECAST 411 411 746 S-10- (M') PRECAST 340 339 016 V-r (7n PRECAST W7 721 490 ra' P") PRECAST 424 534 303 V4' (112') PRECAST 328 512 230 100 (128) PRECAST 2S4 401 180 1/4" (13r) PRECAST 200 462 154 17-T (144') PRECAST 244 402 137 IT47 ("V) PRECAST 217 324 110 144r (10" PRECAST M5 203 100 W-r (178') PREBTFIESSED N.R 264 91 164' (164') PRIWFIESSM NA 259 83 tr4' Mn PRENIRESS® N.R. 194 84 194" Mn PIE87PES8ED NA 146 82 21'-4 Mn PRE81 N.R 125 42 274r PM P N.R 116 40 24'd" m ") PRE87 D N.R.91 89 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61111111r-6111111ISS I SAFE LOAD - POUNDS PER LINEAR FOOT .FCi�C4w7: 'a�Yim�m0��0 momm000 I��6iI'EIQ10�00 000�0®0 m�aoommo , loomo©m®_ mo®omo© oomm�nmo mar_ aam�ss�s��r+ ©omms!W7r!mlM7` 0�!!�'li 'laaaaCAT!!Q�I (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR E70Ken VALUES STATED ABOVE • PROVIDE M91111" Ir OF BEARING PAST EACH SCE OF W9COW OPEN140 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: I"126.03 11Tt����l--------------- — ---- m--------------------------* 8F16-iTIOM/OB 8F76-lT/0M10B 8F16-lT/0IW0B II 1 1 1 1 1 ♦♦♦ I 1 iul:I �1 1 ♦♦ i 1 1 ♦♦ j d1 1 ♦ ♦ 8RF14- --------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" LINO. PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774W78 FAX: 407-774-4078 www.ebdeslgngrouP.00m AA #: 0003325 J z c b r�r ABBOTT PARK LOT #7 BLK #15 PROJECT(/{ 04181.000- 07151 1[ODzu 4EBB "1828-CALI" GARAGE BVIUM: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MYV EXP. C NOTES TO THE INSPECTOR/CONTRACTOR PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM BOND BEAM * 8 1#5 BOND BEAM t1l VERTICAL REBAR W/ 10" HOOK / 1 1 'sp�• J(` 8a16 DBL. BOND TOP OF QE<<' BEAM Wl (1) #5 BAR BOND BEAM \Q� $ EACH COURSE • G 8X8 BOND BEAM TOP OF • �QEa\� W/(1)#5 BAR .`. BOND BEAM F FILLED W/ GROUT 3W TYPICAL I �\ANO U = UNFILLED GROUT SOLID FROM TOP Y�Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF M5'S, IN E BOND BEAM, IF FILLED LINTEL. f15 BAR IN BOND BEAM BEAM COURSE �/c � SEE NOTE 5 A6-1 T/1 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) (GF NOMINAL �� LENGTH OF BAR - WIDTH OF MASONRY ig QIF HEIGHT # OF #VS, TOP CORNER OPENING-2" IT IS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 314"=l'-0" REINFORCING OF BOND BEAM AND XFXX-1T OM OB INDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L') REFER IT IS THIS ENGINEER'S INTENT TOP SCALE: 3/4"=1'-0" AND XUXX- 1T/1M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS 0. LINTEL OF OPENING WINDOW PRE -CAST 3114" WINDOW A' SILL Z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 112"=r-0" I. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BONO BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .S00 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18"O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 23/i6 TAPCON OR DRIVE PIN (MIN SHANK SRE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" EMBEDMENT 2X8 (MIN2 X3)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/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS SINGLE #5 CORNER BAR, 3OX30 TURNED, OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 4 _, 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003328 4 m b r-BUNDM & LOT ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 MODEIA 4EBB "1828-CAU" GARAGE EWING. LEFT PAGE: DETAILS k.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)10d x 1 1l2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 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 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE ti7 573 in SIMPSON LTA2 USED TO BRACE TOP OF WALL. in 5� CA CJ3 WE to 1 2w 111111 • EJ7 — N�— fi an na Nn a 1, 1 a AJ II N N II 1C1 s� �= TCN TRUSS W 10 NAILS @8 On (4" FROM EA. END) a A10G I i t A8 6 I A. I A7 I i t I I I I =s Aim : m®. sump = ama { al I I I �mam�m awor-MAX I I a®m am® a�maaesm I I a I I y__I Q e:_sa�m�=s��m�m:.�i.a masms�a:sma��:aassmm�s® Alm A�as:m�m=vsaw:m:= I I a=2pTTc mmamm I I _- _=—#=.—� II I I= as®. s�-.ACCES��m®: I �c sum I I mom= �mm�= e�m�=maa=a=®�ammmm®m�m amm_=�mamm=<ama��s=a�aa maamp a :: = to ASGE I GT G asn B2G .: NO& FRAMING PLAN SCALE: 1/4" = V-0" -J3 ;J5 on "Awk �lw d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 c MIA O �kk 6 8U8DM S. LOT ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 MODEIe 4EBB "1828—CALI" GARAGE 8WMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE MMMMIN 0 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4". TRUSS AND (4) 1/4" x 2 114" SHEATHING d x 1 NAILS TO TRUSS x 1 NAILS TO 6", 8" z MAY 8E ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DEL STRAP, 1 EACH SIDE WRAPS UP AND DEL S , GI DE R GIRDER: PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" NAILS, LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d z 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/101_ TO ADDITIONAL PLY MAX. TOTITEN ACCOMMODATE TRU55 A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) il4" x 2 1l4" 2 CONTINUOUS BOND BEAM jx2, 2x W000 FASCIA ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HO TO CMU AND (12) SOB NTEL CONT POURED LINTEL SEE ARCHITECTURAL TO }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 24" O/C, 1 x2, 2x WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SOS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 5EE ARCHITECTURAL 3" TO 12" O/C FOR REVIEW 2x SECURED W/ (3) i6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' z 5'TITEN HO TO CMU AND (10) SOS }" x 3" W SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE. ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" 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 = 3286 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER d 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = S685 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la lb 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) 5 = 2a 2b 2c SCALE:34"=1'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND WI BRACE (3)12d @EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING W/ 10dx1/2 HOG NAILS 0'-0" TO 30'-0" (1)'0C BRACE SEAMS) Q EACH END. TOTAL OF 10 30'-1" TO W-0 (3) "X" BRACE SECURE 2X8 PT. PLATE PER LrVATION (1) "X" BRACE 0 CENTER TO BILK W/ 1/2" DIA. FLOOR (2)—X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG GIRDER 8'-0- MAX /lX4 M/ ) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY S' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER ELEVATION ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD PO.TC PLATE W/ 12d's 8" 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT. 2x4 SECURED W/ 4 J MAY NOT BE (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >d> iv a I— REQUIRED TO BE INSTALLED i6d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 41 MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 16d x SE FOR SCHEDULEOND 2X4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST., BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a. 1/2" GYP. WL. BD. y lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER < • �* MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF ° • 8 v.� ° 10-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING %6 7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" GIRDER/WOOD POST CONNECTIONS SDALE:34=,'-0' SCALE: 3/4"=V-0" r,—'�FLOOR TRUSS CONNECTION @ L.B.W. '* SQALE:3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl 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 P, THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 0.1 SUBJECT TO F1 AND F2 FORCES. BTM, HOLE DIAMETER PLATE < 3/5'D DEL. STUD STUD NOTCHING NOT USED 11 ALTERNATE MATERIALS NOT USED SCALE: 3/4"=1'-0" 8 AND BORING LIMALTES1n_1-o 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 FM: 407-7746078 FAX: 407-7744078 www.abdesigngroupeom L AA M: 0003325 Its iTo iTD BunDiv. & LOT: ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 1eoDEIe 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP C AUG pptarr '9 DATM. 08/13/20 8CAL.E: 1/4"=1'-0" SHEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ®EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) '-0" TO 30'-0' (1)'7C" BRACE 0'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS 1)"X"BRACE @ CENTER 2)'7C' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 3 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) (g) 24" O.C. MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10ds Q EACH TRUSS TO BE INSTALLED 01U-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 000332B m C !;4n BUDDIV. as LOT: ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 MODEIa 4EBB "1828—CALI" GARAGE 81111lDra: LEFT PAGE: DETAILS 160 MPH E , C DRINT "I w 08/13/20 SCALE: 1/4"=1'-0" BHEET S3.1B cAeLE-ENo NIPROOF IF -K ROOF WIND DESIGN PRESSURES ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOFDUWHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR IQ" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 WfRT- (18-20RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STARE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES ........... J Q Z w Z W Y0 z LL Y z i a Lj d Do O 2 A ZN w 0w Z <U 00 0 Z� no Q-N.1 J Z ZY z7T LU C=7to U)3. U O < UJI Z W D �Z E 1 a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF RHFATHINO Em mm 1 ■m����. 11 -_____` I ., ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 V' O.C. IN FIELD ` P. EXT. SHEAT . MING ATTA HME0 FOR MOF . . TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sal x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS ® 12" 0.7 FIELD TYP. 3/4" TBG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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. APPLICABLE BUILDING CODE. STANDARDS: FBC-R 2017, 6th 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 SfTUATION 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. ITIS 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 SHILLL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZESIWI BE 3C. WOOD: PROMOE89HAIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON-BEARING WOOD WALLS TOP PLATES 5 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3P. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSON.GROUNDWIERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATA/E 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, 6th EDITION, SEE NAILING SCHEDULE ON PUNS. WATERPROOFING, FLASHING, SOUND ISOLATtON, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 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 AT 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH 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-0" OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL - TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 G 40 IN CONCRETE DEFORMED a REBAR HALL T 1 BADE BARS, AR S BE ASTM AB 5 GRACE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 DO REVIEW. VERTICAL BARS SHALL LAP fix BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 20 psf TOP CHORD -nMnHallwRsrl TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR 36" 10 ps1 BTM CHORD -IDnoon rit #5 BAR - 30' #7 BAR - 42' PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEADLOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 p#f TOP CHORD 20 psf TOP CHORD (7 pet w/ASPHALT SHINGLES) (10 PSI w/ No GYPCRETE) 10 psf BTM CHORD 5 pat BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 PIT 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 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4e8, GRADE A, AND SHALL 8E HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO U AS A I FOR I WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. BE BED GU DE BEARNG DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 Pat, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE 0PIfS. RY. 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 5,711AS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION 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 ByTHE MASONRY STANDARDS JOINT COMMITTEE. 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-90, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS.. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 38" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "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 96%OF THE SHALL BE 38" 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 GEC -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. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH FNSTORCA STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT, CONCRETE SLUMP SMALL NOT EXCEED S+/-PRIORTO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3M AND ASTM C440R MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SMALL BE TMIESTAMPEDVMEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATION$): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112" FOR #8 AND SMALLER 7 FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 34" FOR SLABS, WALLS AND JOISTS 1-i!! FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS THE MATERIAL, RIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 k.1 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTION SOE TYPE SPACNG RENAPIO AWLIGTDN Stg TYPE 9PACNo RfAt/,RKS --To CASE HAROENEDCOLL 6" GARAGE DODP BUCK Vd'DN. TAPCON MASONRY 11?EMBED.,d'EFD DE4T., MASONRY I CCNC. NALLII LONG. TO MASONRYICONC. NO WASHER .-NE. eaC 112"EDGEDIST GOO AL. EXT, COOPS CABS HARDENED COIL 9°OIC WINOOWIDOMLFABTENED -GE DOOR BUCK 1R"OM, WI E%PANSION BOLT Rd'MC d' EMBED..d"ENODIST.. 1x PT, BEE NOTES NAIL I1 LING, e_.RED INTO MASONRYICONC. TO MABO cONO WASHER Y'EDGE MST. WWOOW BUCK CABS NARDENED COIL WWWW00MYFASTENEO LffTAL STRMTO CONTACT THIS ENGINEER FOR SPACING is PI,sel!w Ee -11 WIT LONG. STAGGERED INTOMASONRYICONC. -YI-D. REQUIREMENTS EXT. SWWGD00R .CKhPT, SEENOTE6 RIOI1e01A. NO WASHER Wil, 'TAPCON' FASTtEq I_ I1 ENBEO.S END. DIST., I1 EDGE 0E NON.BFIJLNGWOOD WALL TO CONC.9LAB 1,T FMPANBDN d°EMBED. FEND WI WARMER BCXT DIST.,S•EDGEDW. h PTWWGOW BUT% 0.136'PAf -STEEL a3lle" YMC 1'END. DUT.,11lC NO E S ER STAGGERED EDGE DER. MILES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIGER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NALED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdostgngmup.com AA A: 0003326 J U J � 33 6 19vemom As LAT: ABBOTT PARK LOT #7 BLK #15 PROJECT# 04181.000-07151 moDasu 4EBB "1828-CAU" GARAGE SWING: LEFT PAIR: DETAILS 160 MPH EXP^ C Dlupff ATE: 08/ SCALE: 1/4"= °*ms N1 ib p * 92,1 80o 3 i-od to