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Home My WebLink About6988 Silverado Ranch BlvdA YA 99 91828-4EBB-CAL19 _ HOMES 12602 TELECOM OF 1VE, TAMPA, FL 33637 Tat= (813) 740-9720 Fax: (813) 740-9715 Y lop `Ik `®�a �!.f�� a • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS •FHC RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION •NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE — VB •MDV. INTERIOR FINISH — CL43S B -BASIC WIND SPEED - Vult=150 MPH Vasd=118 MPH -EXPOSURE _ B -I-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADI. ALT. AMP. CD* BD. CAB. CLG. CLR. CONC. CPT. c.I. D. DBL. D.G. DIA. DIM. DISP. DP. DR D.S. DTL. D.W. PA. ELEV. EQ. EXIT. AR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DUALG DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST MIN MINIMUM M.T. METAL THRESHOLD MID. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. PON ROPSCENTERPG PL PROPERTYYLINE P.B. PUSHBUTTON PH, PHONE PLY. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS R.A.G. RETURNAIRGRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.N. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER SLM, SIMILAR SL. SLIDING DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG CI -COVER SHEET GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVALS 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 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. CALL.� S L'VNG �$ 86L FT GARAGE 430 IDa FT AR No. 93723 A.B. DESIGN GROUP, INC. NORTH RONALD REAGAN BLVD. Dm No Sa FT. LANAI $$ $a FT. TOTAL 2362 Sa FT EXT. F.G X. F.G. FIN. FLR. FLUO1441 FP DR EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FRENCH DOOR SL. GL. SLIDING GLASS STD. STANDARD SWS SHEARWALL SECTION TEMP. TEMPERED GLASS T.O.C. TOP THICK LONGWOOD, FLORIDA 32750 FIG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOPOFSLAB Tel: (407) 774-6078 Fax: (407) 774-4078 GAR. DISP. G.P.I. GL. GYP. BD, H.B. H.C. HGT.ORHT INSUL. INT. LUM. M.C. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE R HEIGHT INSULATION INTERIOR LUM OUS ATORY MEDICINE CABINET TYPICAL U.N. U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD �W WINDOW W.I. WROUGHT IRON STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN -DETAILS PG S1.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S3-DETAILS PG 53-FRAMING PLAN ING DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DESCRIBED ANY ASPECT I THE CONSTRUCTION (ASUN ANINNIN THIS DRAWING SUNCLEAR AND IN NEED OF FURTHER BULLDETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S3.1A-DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS PROCEDURE 19 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS INA TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA 0: 0003326 n, ano GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WAND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORT( 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING B EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES 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 R302.51 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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/4' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINN 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 i. 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-C 1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP1 SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA M: 0003325 aUBDrv. as LOT SILVERADO LOT 10 BLK 7 PRt0JZCTp 04128.002-10071 MODMX. 4EBB "1828-CALI" GARAGE aWING: LEFT PAGE: GENERAL NOTES 0 MPH Fiul iI- 39'-a, o' E111EI'0 Name'o','I��D�EpEIo O'��EEI'O . ¢L o o I � 0 � i o o h � �,�� it -om _ ._on p - j . 2© 20 ■ Eg TT -ACA_ AS REaV nPER HILDG.CODE • i 00 GMAGE r® I °I r' o Ital'//. wmy-5 0 - =I EGRESS = IUEEEEEEEEEI %w'/r/ys/�rrlc SQ.FT. CALL. S LIVING 1928 Sa. FT. GARAGE 430 SQ FT. ENTRY 16 Sa. FT. LANAI 8® Sa. FT. TOTAL 2362 Sa. FT. 919RE7Q��IEa183�D01D W�96 @981m emwe ZOIE UkVHNW1N4 101AIIfB ADTIPE FOOTAGE MIN. WINDOW 10 5 24/•33 CRITERIA EXTERIOR SUN' 18 5 24/-31 DR MIN. CRITERIA S.GD. MM. 41 5 23/-29 CRITERIA 16010 014D. 1 112 1 5 20.41-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-O" 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. 00111MILVAISOMIJ C V-4'* TOP PLATE 0 in BAR DETAIL A \11SCAL 1/1'"1' 0 9 DIM. VARIES ARCH DTL. B SCALE: 1/2 " I'-0' FLOOR PLAN SCALE: 1/4' " P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS SETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. MN , N, RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup•eom AA#:0003326 ro 0 a a 8USDIV. Ae LOT: SILVERADO LOT 10 BLK 7 PROJECT# 04128.002-10071 moDEIi 4EBB "1828-CALI" GARAGE E TrMG: LEFT PAGE: FLOOR PLAN 50 MPH E DptmT A 01/17/19 8CALE: 1/4"=1'-O" skip= Al HGT. FYF'ON Lv12X24 OR EQUIVALENT COACH LIGHT 12 bt SHINGLE ROOF FYPON CKTIDCII OR EQUIVALENT I6'X62' FYPCN DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYR) FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH -8' BRG. HGT OFF RIDGE VENT I� G' i AREAOFATTIC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRE - 1/300 REQUIRE VENTILATION AREA • 2364/300 = 7.88 VENTILATION AREA SO, INCHES PER FT.(144) 1134.72$0, IN. MIN. REQUIRED VENTILATION • .5% 123472 IN UPPER PORTION OF ATM 56736 SO. IN, OFF RIDGE VENTILAnCIN AREA US SO. IN. FERVENT %735 /11S IOTALNOF VENTS REQUIRED • 493357 TOTAL#OF VENTS PROVIDE 5 *AREA OF ATTIC LITHE FERIMITER OF THE HOUSE. Iffi THE OVERHANG (E)(TERIOR OF WAULTO EXTERIOR OF WALL, NO OVERHANGS INCLUDE �8'-8' BRG. HGT. 4B F70 TYP. 0'-0' FIN. FLR I N.4 G D I �' --------------------- I - I FIN. FLR - 0'-0' G D OFF RIDGE VENT OFF RIDGE VENT I�b REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH N —------------------------------------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: —1/4- P-0' TEXTURED FNIW OFF RIDGE VENT 12 b 8'-8' v N 0'-O' FIN. FLR MN. 4' RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH .0. 2• I'-0' 1 I I I ® ED I I N N I 7V-4' /l DECO. DTL. A SCALE: la • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.00m AA A: 0003326 r; m O a E: I tMDrV. ac LOT SILVERADO LOT 10 BLK 7 P1iOJECT* 04128.002-10071 MODZU 4EBB "1828-CALI" GAMAGE SWIIING: LEFT PAGE: ELEVATION I'D" v,150 MPH EXP. BJ awTE: 01/17/19 RMUM: 1/4"=f-0" axEET A2D ELECTRICAL LEGEND SYM. DESCRIPTION +P TANDARD SWITCH �" -WAY SWITCH -44 TCH WITCH HE ON MOT T HERMOSTAT E RECEPTACLE (125v/20-AMP E POLE) lOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EGUIPPED TH GROUND FAULT RJPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF O= OUTLET RED TO SWITCH) 4W- MERIOR WATERPROOPAGPI IWCEPTACLE (GROUND FAULT TERUPTER) IOV OUAOPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR ro-wroo) 20V RECEPTACLE (4 WIRE TOR) L MOUNTED LIGHT ]LING MOUNTED L*HT ENT LIGHT 000 LIGHT WI L SCONCE PRE -RE T PAN WITH LIGHT (I CFM PER 60. FTJ am BOLD LIGHT FIXTURE U DIB.D LK.HT FIXTURE 94 8695 BULB LIGHT FIXTURE ' TRACK LK+HITING TT IC LIGHT WITH PULL CHAIN'( OR CABINET LICIT ® 'z4' FLUORESCENT LIGHT (RECESSED) C 'x4' FLUORESCENT LIGHT (SURFACE 1 'x4' FLUORESCENT LOW (RECESSED) • O CE88 LIGHT cE88 LIGHT (VAPOR PROOF) ]LING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRiGAL PANEL (FIELD VERIFY CCATION) -BOX (WALL MI0.NTED) ® -BOX (ZEILING MOUNTED) (LING MOUNTED FAN FAN (I CFM PER SQ. FT.) 14 JACK 0 DETECTOR (CEILING MOUNTED) ® , IMES P OUTLET FOR G&AIIIAGE TV JACK ra POW • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIBMWAS14ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF DO CPT INTERMITTENT PER TABLE M001,4 OF FBCR iTH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL DE NON METALLIC CABLE AS NEC 20N4 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE -ALL i LY BUILDER AND 161L OR LIG4NTMG MUST 6E ENERGY EFFICIENT TYPE PER FEG ENE CONSERVATION (RI361DENTIAI. EMERiY EFFICIENCY) 201T. 6th EDITION RAIdW OWSU TES PRE -WIRED \\ CLG FAN \ LIVING ROO�TVM F'RE-WIRED , CLG FAN L' 1 1 I I I I F'RE-WIRE] CLG FAN / _ oe ' DINING ROOM 2 — — TC Z \ — — — — _ — _ DID ;CABINET 0 GFI SINK \laT iaTcHE II--- - L' ------ ii---'LAUN• Ui GFI / PAN. RANGE / 1�i ! GFI O GFI BDIRM. #4/------I =_ Dm HOOD WIRE W/ OUTLET FOR FUTURE MICRO C' J Wto CLG FAN _ _ _ I I 1 IRA I qp L'—' — — — I / PRE -WIRED I / CLG FAN WH 44. GFI AFF. F — — — — — - / GARAGE I v OE DOOR BOLL © AS RECi • PER BLDG. WALL MOUNTED 7'-•s j j — �'�s" LIGHT W/SWITCH IN !-TC ATTIC ( ®I BATH i / 1 g/COI I GFI (,/ \ CLG. � ):y: FIELD OUTLET KEYLESS \ \ OC� tw FIXTURE \\ BDRM•#2 IRRIGATION OUTLET • 46' AFF. GFI GARAGE I CLG FAN I \ I CHIMES 1 —— — — — — — — — — — — — — — / --'------------------------ ELECTRICAL PLAN SCALE, 1/4' . P-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. PAN 1®aO�S.I'�11011111a 111971711111 11111111119��_�Mmw SEEN NI®oIW1AF�L"7�011I1© ®oocr�mo 111108��©� ®ao�.�mo ®Ilsor�:e��0m am�oa® mm�mo® molls m ®omlllll�m =IIIIOoIIIIEW 1L1•m mm�oo® 00lllllih7 ®DP'•"�00 �10 0L ��0® ��L'��E�l• l:��LT��4� NNWON mKom m OEM �" — 12 PROVIDE 3-2/0 CU, T1404 • 1% CU IN 2' CONDUIT OR 3 '4/0 AL, THM • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 160 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES, M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR ieu PANEL EDITION 01T)- LOCAL CODES, AND ALL LOCAL POWER COMPANY(2REQUIREMENTS. 1 O. ALL CONDUCTORS SHALL BE TYPE TI HN/TH WN UW-E88 ' • """ NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARM ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1•1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 R/0 ALUMINIUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE I°MErN'f SERVICE SERVICE 04TRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF TINE PBCR i4H EDITION (201T1 D/d' DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD,, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngmp.com AA #: 0003325 0 a 4 In Q 9V13DIV. 4 LOT.il SILVERADO LOT 10 BLK 7 P'" 04128.00"1-10071 MODMIA 4EBB "1828-CALI" GARAGE ewIIdG: LEFT PAGE: ELECTRICAL PLAN Q50 MPH i44i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-1744078 www.abdaslgngroup.com AA 8: 0003325 I I I I I I I 14' • 3' I I I I I I i m I I I I I n I i I 0 00 II I n 2' VTR i I �' I � 81� IW 2' 3'-2' 3'-I' I' -I • � 2 �� I/1' AUTO VENT 2 I/2� O�.�i I/1' ° _ 1 U1G ___--� LAV I 3. I P TUB m I ° I LAV I/1�, 9 LAV I I WC p WASHER 2' co TO MAN PLUMBING RISER DIAGRAM --- I I PLUMBING PLAN W�U 9>CJ�DIV. Ae LOT: SILVERADO LOT 10 BLK 7 PROJicCTp 04128.002-10071 �oaar,� 4EBB "1828-CALI" owiswaa awnaa: LEFT PACE: PLUMBING PLAN 5 D � Ol/17/19 az�aT P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FCC 6TH EDITION (2011) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 6E APPROVED UL 184 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC 67H EDITION (2011) MECHANICAL CODE 603J T. 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 NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS ALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC0MAMENDATIONS AND FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DDF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DFPUSER SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL 14VAC TO NAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONC. CONDENSER R ATTIC W/ (2)-3A6'X2' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUMAFETURN AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ "SXI V4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LIKES CONDENSER UNIT HANDLEREXTERIOR CONNECTION TO PADAIR WALL3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4'DIA.OVER HEAD 12'FROM STRUCTURE EVAP.TRAY PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL OLD& CODE SECTION W12.4 HVAC DRAINS FEO SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL COUNTERIBUNK C.O. PLUG r- 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.0 OPTI/SPEC TFL00R SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING I'-8'XB' CONC. PITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE: 1/4 G I'-C' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 Pi a sumliV. a LOT: SILVERADO LOT 10 BLK 7 PROJECT# 04128.002-10071 MODEu 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 0 MPH EXP. B.J F'PRINTDAATEE: 01/17/19 scALE: 1/4"=V-0" SHEET M1 R�LR 2X4 TOP PLATE PLAN y PRE -FAD TR,188 1/2' CLcx BOARD 2X4 WOOD STUDS 024' O.c. GLAD FIN. FLR TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR. NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (3:)TYP. INT. WALL (NON—BRG.) Dl SCALE. 3/4'-I'-0' FIBERGLASS SHINGLES OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON l' OUOS. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS TTO�jP4. MTL. DRIP EDGE2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj It 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'"1'-0' 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. S' CMU 1/2' GYP. ILL. UIOOD BASE I—�— --- ,a e 4 FIBERGLASS SHINGLES OVER $30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905A ON J' ObB. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED 8OFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR e W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE; PER SECTION W5.IJ - FOR ROOF 212 N 4A 4 1—STORY HIP BLOCK WALL (2)SLOLAYERPES: LNDETORLESSLAYMETHANT SYS:12,TEM D1 SCALE. 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTMI D 6151 eAux Mo rAL LN : r M1C M.OV[ fGa 0Y LM ati roeD� 2B GAS LINE THRU BLACK �arLa w•.r� FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908J.1 ON J' ObE. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I.." TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VP THx7L 2 GOAT - FOItRMb cwmw rt"mm AFFLIm opumr To tw*orwr A-MOVT AFFIlOVAL R!Q Y cm as sTw:onwAL row Ic�e•errr 2" F.T. WD ATTACKD TO NLL CALL AG PON AFF &VAL R& BY a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS — CONT. 2x RAT RUN SECURED PER — STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT- -I---PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLR ° d e a• aMu a m. Q' n W/ WINDOW OPENING rt R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IJ ON J. ObUS. SHEATHING OR;' COX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL, DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP 6CIREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'� 0' FIN. FLR a' B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 00 I� 8LTHDIV. , LOT SILVERADO LOT 10 BLK 7 PROJECT# 04128.002-10071 MODEIA 4EBB "1828—CALI" CAP -ACE 811MG: LEFT PACE: DETAILS 50 MPH EU.JV F-PRINTDATE: 01/17/19 SCALE: 1/4"=1'-0" B*== D1 IT MR TO O9-1--N lllllli�Li�-- 0 �=L m SECURE 2x4 ON—V RAT TO SICK Wr CUT NAILS, SIDES: 2X& 4LARAOE DOOR BUCK UV (S) ® )§*)W A -BOLTS 4' 011000M NT MIN. 9 W/ YXY74i WASTER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR NPR M JOINTS PRIOR TO FILLING. 1.2X0 F? BLOCK • CENTER CP DOOR HEADER WKV )lW' J-BOLTS ® 4' EMBEDMENT Wr 2'XY)Oi' WASHER IN AND NUT. m NOTEM II m AL SHALL BEM ACC40POANM TO M441rACTUREWO INSTALLATION INSTRUCTIONS WERE GARAGE DOOR (1\BUCK ATTACHMENT scxa w•.rs• l8' CMU V DRYWALL r�VX4' OR I'X2' P.T. NAILER a Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-4-INTO BLOCK W/ 2)(�' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 Is, O.C. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 4 OR +5/4 i:1 R[NLK)X BLOCK +3/ OR +6/4 SCALE: N.T . 2X4: m SECURE TO BLOCK W/ �6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLCrK W/2-%' TAPCONS(MIN. £DANK SIZE 145 MIN. HEAD SIZE*O MIK EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 8' CM 18' O.C. MAX SPACING. DRYWALL 2X0,m ❑' I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WW2-V CASING TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTAGH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" B 1LDiD011 TO BLACK +1-1 " ALE: N.T.S. 2X4= SECURE TO BLOCK W/ *6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK W/2-V NON-STRUCTURAL Vo' I (MIN. 8HAW SIZE J45 EMBED NT T EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4) DRYWALL ' DR WITHIN 8' OF EACH END 18' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-2)(i' 16' O.S.M. X 4' MIN. ONS T IN. SHA (MIN. SFIANK SIZE J45 DOOR CASING MIN. HEAD SIZE 3W DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' O° EACH END 4 MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) / DOOR JAMB �TOHIAICKK 1116 188. C SCALE: N.T.O.T.O 2X4:m SECURE TO BLOCK W/ 16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YV ) WITHIN 8' O= EACH END 4 NOTE, STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURESTO BLOCK W/2-Vo- NON-STRUCVo, TAPCON(MIN. TAPCOMMn I YsL SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END s Yj' DRYWALL 18' O.C. MAX SPACING 2X&,mm I'X4' OR I'X2' P.T. NAILER BLOCK W/2-%' SEAS CASING STO TON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMD OR WRJDOW MIN. EMBEDMENT I Y1) ATTACH TO 2X PER WITHIN W OF EACH END 1 MANUFACTURES DETAILS. 18' O.C. MAX SPACIWX NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1' 4" D VWDOR TO BLACK +2 1 4 SCALE: N.T.O. 2X4m SECURE TO BLOCK W/ Y.' TAPCOVB (MIN. SHANK SIZE J45 MIN. HEAD SIZE -100 Mrr,L EMBEDMENT I Y4) WITHIN 8. OF EACH END J NOTE= STRUCTURAL 2X 16' OZ. MAX SPACING. MOT BE ON OUTSIDE s 2X6m RE SECUD THROUGH SEA�eO BLOGK W/2-�ir'TAPCON NCN-STRUCTURAL %' MIN. I-Y4 (MIN. SHAM, SIZE .140 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END s 'X4' OR 1'X2' P.T. NAILER 18' OZ. MAX SPACING. 2X8mn SECURE TO BLOCK W/2-%, TAPCCNS 4ATTACH DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NT6 MM Y Mmb ro r{Y� JN� too nor Drc� Wl DOOR JAMB TO BLACK +3" �ESCALE, N.T.O. 2X4m SECURE TO BLOCK W/ Vo' TAPC," (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 2)(r' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8. CMU WITHIN 8' OF EACH END 4 K• DRYWALL 18' Or -MAX SPACING. 7X8:ma I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2.%- 2ND 2X SECURE TO TAPCONS(MR SHANK SIZE STRUCTURAL MEMBER rW/(2A2d 14g WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) R OOCASING WITHIN W O° EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BEACK +3" F WDiDOW TO BLOCK +3' N.TA. 2X4m SECURE TO BLOCK W)Yi TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OZ. MAX SPACING. SECURED THROUGH 2X6.m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONS(MR SHAM, SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2XD� SECURE TO BLOCK WA-1/4' ' O.O$. X 4' MIN. TAPCONB (MIN. SHAW 812E J49 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Wore aer N n®o W MAM a ton nor WCM)4') DOOR JAMB TO BLACK +3-7/18' iG 1 4 TO BLACK +3-7/18" SCALE: N.T.O. 2X4m SECURE TO BLOCK RWYi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL' TAPCCNS TAPC0N MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) &' CMU WITHIN 8' OF EACH END 4 YWALL 10' O.C. MAX SPACING. R i'X2' P.T. NAILER2XSmSECURE TO BLOCK WA-1/4' X 4' MIN. TAPCOVB Pf.'X CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" @9 11INDOR TO BLACK +3 3/4' `� SCALE: N.T . i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.abdesigngroup.com AA 0: 0003326 cSUBDIV. 89 iJOT. SILVERADO LOT 10 BLK 7 PROJECT* 04128.002-10071 MODELa 4EBB r'1828—CALI" GARAGE SWRNG: LEFT PAGE: DETAILS 50 MPH EXP. HJ IMI ATE-- 01/17/19 CALE: 1/4"=l'-0" I;EMI;T D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 Ld 8 14 c B a F01/17/19 1/4"=V-0" D3 PPE 42PR ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • V = MAX (VERTU NaiEt DO NOT FASTEN CONTROL. JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W 8E Lft �C40N P LBE LjONTTO TEMP. DURING INSTALLATION ----\ FASTENERS TO BE SPACED-7 I' OC. MAX VERTICALLY / ]' THIOC 3 COAT CEMENT PLASTER UM LAYER 4. FORTIFISER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER -4, GTUC400 U ItAP WOOD "ATHNG THROUGH CONTROL / JOINTS BUT 04ALL \ BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 PRONTO! 2X4 BLOCKM TJOJA PLACED RAT MAX 6' TO 6• FROM CONTROL JOINT U44BN CONTROL JOIN FALLS ON / STRUCTURAL 6Tu0 FASTENERS FCR LATH TO BE NAILS OR i STAPLES IN COMPLIANCE UV ASTM CW63 7- 2. WILE TIES TO BE (NO. W OA1416' WILE 3. BL0000 SHHOM MAY M IN ADDITION \ TO WALL 6TUO6 REQUIRED PER PLAN / a OL FOLD a4W410 . M. A ®bLD OLPOLD WARD PT. A L CIRAN . Fr. ■ L CRLAN • M. C OL POLO INIOM • PT. A L QeAM A M. 0 FOLD .w • ® l IqD N/41t0 • M. A L u1aAN . M.0 L CPMAN . M. C w rWOLD M. c OVHWR M. 6 TILL M. c Toww" SOtTCM PLANda Y' Kmrat " 'N0` MAL.M R mz c FOLD, pp HW[DYT. i' THICK. 3 COAT C 91EM PLASTER (RUMVr 2 COAT MMINTKAMM tow Wm LAYER -2, FORrPBER BUILDING PAPER (PRAm ON.T') Wm LAYER ti STUCCO UW(FRAMf OCT) K" TLASRHd 3lrr� eor10Or rO1ao tWWDpP . NR7aMCT1oN6 MM APPROVED BUILONG u3WFAP 6HALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPo (ROLL ENDS) 4 W • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH FORTIBEIR SHEATHING TAPE r rnra I.AP • IvrAl LAM \ / LATH VERTICAL LAP TO BE V ^r— METAL LATH I %M LAYER -L STUCCO uIRAP e•lRI PAPLR TAP Y / I UPS, LAYER 4, FORTPOM BUILDING PAPER 2 ec RER A ® KICKOUT DETAIL "lam TINT MAL (WHO m scum L DD Net SIR) NOTE, 60M LAPS OF METAL PLASTER BASES &HALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETUEEN MIPPORT6 WITH 0O4TS-N. (121-MM) WIRE AT INTERVALS NOT MORE THAN V (22S-MM). AS PER ASTM C1063 1i.1. FOR REPAIR OF TEARS, NUNS LAYERS, TEARS MAY BE PATCHED WA40LW 1USAP TAPE PER MARV. SPEC. OR PEEL 4 STICK WOOD STUC SHEATHING STUCCO 4'x4. SELF•ADHERING MEMBRANE PLAS14NM (COMPATIBLE V 1HOUSE 7� WRAP MATERIAU OVER APPROVED HOSE USIA~. PLASHNM TO EMEND ONTO PIPE 1. OR LESS PIPE— I ... CUT AND OVERLAP ONE SIDE OF / 6ELF-ADHERING MEMBRANE —� PLASHING STEP 01 J' THICK 3 COAT CEMENT PLASTER METAL LATH INSTALL PAOTENERS (CLIPS, WOOD SHEATHING STRAPS, STAPLES) AS -- RECARED TO SECURE I PIPE/ UNRE TO RWMMG • LAM • PA e 6 6 \ e Drawn WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 1}' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/UTALL SCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6'NS' SELF-ADNERMGi MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ~ MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASNW OVER APPROVED HOUSE ~. R.A6Hd4G TO EXTENND aNTo PIrt OF STEP 02 um LATER ti STUCCO ~ UAW LAYER -2. FORrPIBER BUILDING PAPER METAL LATH 6`x6' SELF-ADFEIl4JCi MEMBRANE FLASHING OVER APPROVED HOUSE WRAIP. PLASHING TO EXTEND ONTO MPE 4'z4' SELP-ADHERING MEMBRANE FLAGWM OVER APPROVED PLOUGH UAUMe. FL46lING TO EXTEND ONTO MPE CONT. BEAD OF SEALANT AIR RIC COATING OVER STUCCO/ (an TYP WALL 6CCTIOw SECTION PER SECTION I;TOE.T EaMlor IMem Pld olaNarYm ExtaWor uw of Portland cement pW4 W shall comply with Ow appiaeon negw—nta of ASTM C 82612A. Installation of exlanor lathing and fremRU shaN omnpil Wth ASTM C 10e3-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407.774.8078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003326 D � 01/17/19 8CALtc: 1/4"=1'-0" s WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECsIENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT& AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Extaft leth�abd�tedna Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER -1, ,.X. STUCCO WRAP HOODED VENT ' J' THICK,. 3 COAT CEMENT I,X' PLASTER PETAL LATH WRB LAYER 4, FORTIFIBER 15UILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 &' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK RASH' A VENT PENETRATION SCALE, N.T.S. I-�I�Gfi I V rcGrGl Y= STUCCO SCRATCH COAT < 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD Y\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD 614EATWM WRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STIl1CTURAL MEMBER • T O.C. MAX 16 TO Jf' MIDIDu -WALL 4.QED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEMI MASONRY BEFORE APPLYNG V FNISN • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEW 1*1 STEP *3 STEP 05 STEP #6 OELECTRICAL RECEPTACLE i44i N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH:407-7746078 FAX- 407-7744078 www.abdeslgngroup.com ` AA M: 0003326 ounDiv. ae L07 SILVERADO LOT 10 BLK 7 1PR0jMCT* 04128.002-10071 MODE-1, 4EBB "1828—CALI" OARAOffi SWIN : LEFT PACE: WALL ASSEMBLY DETAILS 50 MPH Ill -I DATIM 01/17/19 aBCALJC: 1/4"=1'-0" EtHZZT V d .E L 2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK 1"I N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA#:0003325 14 mo avnDiv. at L07I SILVERADO LOT 10 BLK 7 PRAJMCT# 04128.002-10071 MODaLa 4EBB "1828-CALI" GARAGE awING: LEFT PAGE: WALL ASSEMBLY DETAILS �J50 MPH EXP. RJ LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD CONSTRUCTION DEYOND WEATHER RESISTIVE MAAllt�IER I�lESISTIVE ./ \\ FLASHM LLL PSLAGHW < I UZ'4ARIHER RESISTIVE STARTER STRIP / \\ \\ LLEATWEX DARRIER �618TIVE \ _ R�MG•ADHERW. GALVV METAL GALYD METAL ' — 'Z' PLA614M 'Z' PLASHING IUIyaOXDSTptlm hRFIOER C.AAM x S' art"TED u DD W TRIM MEMBER \ , SEAL OAP CAuxnm OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 000332E ,anon. BtMDIV. S. LOOT SILVERADO LOT 10 BLK 7 PROJECT* 04128.002-10071 MODELS 4EBB "1828-CALI" GARAGE AwiNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. D TM Ol/17/19 OCALM 1/4"=V-0" SP2EET kk WA4 \ 2x6 SUB-BANt) W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK DRIP EDGE METAL FASCIA WRAP 1\ 1\ 1/8' TEXTURED I \ FINISH is WOOD I \\ sxo Sue 1/2' TEXTURED j \ FINISH * CMU \ METAL FASCIA \ WRAP V FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ �\\ NOTE: NOTCH FOR 2X(v SUB BAND ONLY 1/8, TEXTURED FIN18N * WOOD, 1/2' TEXTURED FIN16W • cm METAL LATH ORWO SMEATFIING cm UIRD LAYER h, STUCCO WRAP (FRAI" IE ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER ---- (FRAME ONLY) EDGE ©PLAN B METAL KICK OUT \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �1/8' TEXTURED FINISH * w WOOD, 1/2' TEXTURED �/ FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK ®E 1_ E V,4 T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUS BAND 2' OFF WOOD WALL kE) N ,a PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WAI 'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL x x x x x x x x x x x x x I 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 - lx x x x x C70x � SUB BAND DETAIL (& WALL W/KICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL t STICK *ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY 144i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 aA 0 x BVHDIV. & LOT. SILVERADO LOT 10 BLK 7 PRon=T# 04128.002-10071 MODffiIa 4EBB "1828—CALI" GARAGE STING: LEFT PAGIC: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. DATE: 01/17/19 8CALE: 1/4"=1'-0" BFISET Vd A6 28'-8" M-12X12 — — — — — — FM-12X18F mlN 4" CONIC. SLAB wa F-24X24 I *-3112 10 1.1 , EXTEND ` FM-12X18 1 I SLAB 1 112" I I I .1 I I 1_ I , TOP OF v F SLAB I N I I � .I I I I xl �I I• I I 4" PVC L CHASE 1A — — — — N I i • * 5 1/2 .%� 17'-8" 2,_8 • 3'-0" 5 I I I m N. I I I IN EXTEND-1 2 SLAB 1 12"— m 4" CONC •1 FM-12X18 I� x N SLAB I I 51 3'-4" Ii Iya *31/2 -71/2 LL 2 -J FMC-12X18 FM-12X18 FMC-12X18 FM"12X12 L� FM-12X18 4 4 2,-8,• i6'-0" 2'-8" "0" 10•_2" 21'4" 4'4" 14'-0" 3V-8" FOUNDATION PLAN SCALE: 114" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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 06 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: Pm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3112' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 g' SEEP s _ +Kp'-Ip FM-12x12 12, CONTINUOUS 12' - ( ) la's FM-12x16 12' CONTINUOUS 18" (2) #5's FM-16xl8 lg' CONTINUOUS 181, - s FMC-1208 12' CONTINUOUS 18' - s VARIES - x 4 24" s i44i N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774.4078 wwwzbdesigngroup.com AA #: 0003325 1Ba• W t ift W ZE 0 a� sVBDM ae LOT: SILVERADO LOT 10 BLK 7 PROJ=Tp 04128.002-10071 MODEIA 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN DATI : 01/17/19 scALm: 1/4"=1'-0" 811EET sl 3(Y MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED — L CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c_ a QQ GGG s GARAGE DOOR � W, m co ,,,yyy,,,,��:__ 1 �e- �I --�� °s. '_ RECESS a K (n Q I I r..� FM—. ° g O o co Z 8" CMU WALL O 8" CMU WALL ° CORNER BARS, SAME SIZE AS BAR I W B' O m `p Z >,I IN FOUNDATION WITH 30" LEG EACH W U +- A • � � 8 ' WAY AT ALL CHANGES IN DIRECTIONS fn f/J . - TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS °I ° L°li CURB FOR • EXT. PORCH SLAB W/ ISOLATION a' ^ -,, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) #3 loll I-1 VARIES °� SEE SLAB SCHEDULE TOP OF GARAGE } EXT. PORCH SLAB 4" CHAMFER (1STORY) " o. �` CONTINUOUS STEEL MONOLITHIC I ° FOOTING REINFORCEMENT SEE SCHEDULE �;p, MASONRY UNITS SET AT ELEV: 1a JOINT (WHERE • ♦ 5' CHAMFER (2-STORY) #4 24• lr2, W/ 1/2"ISOLATION ° fill CHAMFER (2-STORY) .: p•.0• APPLICABLE) Z �2 SEE SCHEDULE ' J, WHERE APPLICABLE) _• EESCHEDULE Z a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE AG 38' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 2v AND BAR QUANTITY #7 4Z' AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE:34"=1'-V' CORNER BARS DETAIL DOOR OPENING_ Z 4 SCALE: 314"=T-9' SCALE: 3/4"-11-0" W aW 5 N I NEW REINF. BAR O d SECURED W/ 2- PART g 7' CAPPED I EPDXY. MIN. EMBED GALVANIZED PIPE •� Q 8", LINO J W/FLANGE 0 BASE O FOLLOW ALL MANE. SPECIFICATIONS FOR N Q 00 USE AND I Z PREPARATION OF HOLE. SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" p Off° TAPCONS 4 ` QQ Q' 4" CHAMFE%STORY) 8" CHAMFER (2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 _ SCALE: 3/4"=1'-0" SCALE: 3/4"=V-01' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o� 06 V �a W O 8" CMU WALL z +_ a� ° TOP OF SLAB SEE SLAB SCHEDULE Z "ISOLATED" COLUMN PAD a UNDER WALL AND —CENTERED POURED MONOLITHICALLY WITH FE -- —FOUNDATION AND SLAB EDULE BAR SIZE UANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: 3/41' 1V-0SCALE: 3/4"=r-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-1748078 FAX: 407-774-4078 www.abdealgngroup.com AA X: 0003325 SL78DM Ae LAT: SILVERADO LOT 10 BLK 7 PROJECT# 04128.002-10071 MODELa 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: DETAILS %J50 MPH DATE: DATI ` 01/17 19 SCALE: 1/4"=1'-0" SRMET S1.1A DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 aUDDIEV. S. L07 SILVERADO LOT 10 BLK 7 P1lOJECT# 04128.002-10071 MODMIA 4EBB "1828-CALI" GAl"GE BWMG: LEFT PAGE: DOWEL PLAN 50 MPH EXP. Dw� 01/17/19 SCALE: 1/4"=1'—O" 81IMET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ I"HOOK GROUTED 80ND BEAM -k VARIES PER ELEV. Z e #5 BARS ■ 61 8" 5 a � CLEAN OUT REQUIRED r-aa w< FOR INSPECTION ge�Ic 8 o� 01-0" FIN. FLR. <- TIE RTICALREBAR TO HORIZONTAL � FE] REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA , Z #3 18" - p #4 24" m U #5 30" #S CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 4Z #7 42 ' �/ MASONRY SYMBOLS HORIZONTAL/VERTICAL ' 3 SCALE:3/4"=T-a' � REINFORCING SCALE: 3/4"=1'-lY' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 SUHDiv. & LOT: SILVERADO LOT 10 BLK 7 PROJEcT 04128,002-10071 8[ODEL 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 0 MPH PRINT A 01/17/19 scALE: 1/4"=1'-0" sIiEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W9 (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 Wq 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER Q 18" 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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OZZOM INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (Pall WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30DO axe (1) #5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4&WP- 1 SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH MA Tor (42') PRECAST 2231 4'4r (4n PRECAST 198E 4'd (64') PRECAST 1599 F-4' (60) PRECAST 1217 V-10' (M PRECAST 1082 Ca' (7n PRECAST we rd N09 PRECAST 743 94" (112') PRECAST 554 1Y4r (125') PRECAST 476 „'-C (188') PRECAST 382 12'-0' (144') PRECAST 337 I" (180') PRECAST 2M 1W-W (iWj PRECAST 279 14W (,75') PREM169 ED N.R 164' (184') PRESTRESSED RR ir-C O10e'1 PRESTRESSED NJL IW4' (232') N. 21'W CM PRESTRESSED N.R. 27d (*4') PRESTRESSED RR 24'-0' (l889 PRESTRWBEO loll=r=r=r==1 0ffmA00�0 0��0m0E� 0000000 OD�Om 0mm0��0 mo®groom mm©v�ov �m0�0�m 0®DvOlc--Tff " mm�0��0 �m00mQ!":Q� 0�000a0 ommoo�a oom000v 0�m0�®0 "OEM"" 0 0©�0m�0 ®0m00m0 ®00�m vim' 0�00®00 ��0©0 ©�0m WDE0©© N.R 126 1 2M 1 460 1 04 1 01 I= I /ffi (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MA T SAFE oLOAD l F 6nr-6e'SA 1 SAFE LOAD - POUNDS PER LINEAR FOOT Y-S' (42') PRECAST 1025 1024 1888 V4r (42') PRECAST 4'd (4n PRECAST 786 7B3 1300 4'd (45') PRECAST 4'4r (54') PRECAST 592 501 1073 e-r 04') PRECAST 64' (64-) PRECAST 411 411 746 Ste' (94') PRECAST 8.10' (70') PRECAST 340 339 610 V-10' (Ar) PRECAST Vd (7n PRECAST W7 721 400 Vd (78') PRECAST rd On PRECAST 424 534 363 rd (97) PRECAST 9'4- (112') PRECAST 325 512 230 FW (1121 PRECAST lad (12r) PRECAST 264 401 180 iVd (120') PRECAST 11'4' (13n PRECAST 2W 452 154 114' (13r) PRECAST 174r (144-) PRECAST 244 402 13T 17d (144') PRECAST 134- (1W7 PRECAST 217 324 110 13'-4' (180j PRECAST 14'4r (188') PRECAST 205 293 10D 14'4r (18n PRECAST 144' (178n PREBTREWEO N.R. 254 91 W-r (1761 PRESTRESSED W-C (1041 PREBT WED N.R. 250 83 1" (184') PRESTRESSED ir-C (20B') PRESTRESSED NR. 194 84 1r-' w" PRESTRWBED 1V-0 Mn PRESTRISISED N.R 148 62 194' (w) PRENMESSED 2T-C Mn PRESTRESSED N.R. 126 42 21'-C Mn PRESTRESSED 27d (2e4') PRESTRESSED NA 116 40 274r ON') PRESTRE88® 24'4r (188') PRFSRiFSBED NJIL 91 33 24'4P (285') PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MIN AIM C OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 15-0128,03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774-4078 www,abdesWngroup.com AA #: 0003325 Pa° 4 Y O f�.. ti acr>HDIV. de LOT SILVERADO LOT 10 BLK 7 P311110JECTO 04128,002-10071 MODEst 4EBB "1828-CALI" GAPtAGE SWMC;' LEFT PAGE: LIFT BEAM PLAN AND NOTES v,150 MPH EXP. BJ Dpturr AT 01/17/19 scALE: 1/4"=1'-0" aPIE= S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 3d' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE. 3l4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"X&' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL B„ MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c \, PLACE STEEL HEIGHT. OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16' m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / A TOP OF THE LINTEL. \�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. fi POS�FE� 8x16 DBL BOND TOP OF BEAM W/ •\p'\�, 9 e� COUIRSE BAR BOND BEAM EACH \\i0 8x8 BOND BEAM TOP OF • OQ(GC\ W/ (1) #5 BAR .ti; BOND BEAM I .\\T.O� U = UNFIL WD/ GROUT GROUT SOLID FROM \\\\ TOP �N\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �°y �o J16-1 T/ 1 Ill/ B LINTEL W/ (1S #5 BAR L2) NOMINAL LENGTH OF BAR = WIDTH OF MASONRY 0?� HEIGHT 0OFWS,TOP OPENING-2 BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEERS INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE:34"=1'-0 THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 20 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 18•' O.C. MAX. MIN 1-114" EMBEDMENT 3 2x6 (MIN 2 X 3) 2-3116 TAPCON . 1W, PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL Z MIN EMBEDMENT 1 1/4") W o SLOPE FROM EACH END AND 1W O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA. END EMBEDMENT TYPICAL MASONRY WINDOW CUWA LHEATHING SILL CONSTRUCTION �RCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744078 wwwA eslgngrouP.com AA #: 0003325 L s W O C �F aUDDIV & LoT: 14 SILVERADO LOT 10 BLK 7 P1tOJECT# 04128.002-10071 HODEIr 4EBB "1828-CALL" GARAGE OWING: LEFT PAGE: DETAILS 50 MPH PRINT O1/17/19 DATE: aCALE: 1/4"=1'-0" B*Er.= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WI (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA Wl (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7 LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJ1 § CJ3 F" CJB IA .1 1-PLY U: -1003 LBS G: 2294 LBS 1A 1 I -PLY U: 4030 LBS G: 2063 LBS 1A i I -PLY U:-M LBS G:1071 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WI (2) 16d COMMON NAILS 8 SECURE TO BM. Wl USP HLPTA75 USED TO q BRACE TOP OF WALL. yt gZ � �11 _;.Ml___ — - - --- LII' i I i I I m ' i I 1 1� 1 22 -ACC SS 1 1 _'�—__-- —rr s •ter - FRAMING PLAN SCALE: 1 /4" - /'-0" 0 a Np 1-PLY U. 496 LBS U:-145LBS to 3.1 1A 1 1-PLY U: M LBS G: 729 LBS IS N. RONALD REAG AN BL LONGWOOD, FL 32780 PH: 407-77445078 FAX 407-7744078 www.abdeslgngroup.com AA 8: 0003325 DA 01/17/19 BCALM: 1/4"=1'-0" axrxT s3 IF PLYWOOD SHEATHING, SEE ommm'4 # 1175 UPLIFT USP "ROOFNVALUFLOOR HTWM20 W11010d TO SHEATHING TRUSS AND (4)1W' x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A41)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1(2" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE•ENG TRUSS 10d x 1 1/7' TO TRUSS EA STRAP. F_,7680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD - tx2 SECURED W/ 10d TRUSSES ® 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. T B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 7' APART REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SCALE:3/4„=T- SSICAL _GIZD_ER 3 CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE WI (3)12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4' TO 30'-0" (1)"X" BRACE SEAMS) 30'-1" TO 6U-0 (3) "X" BRACE SECURE 218 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/7' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WI 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED [� 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. � BLOCK WALL W/ GABLE END ' TRUSS 6QALE:3✓4"="°" _ENS NOTCH DEPTH 1l4•D 8"THE USE OF ALTERNATE MATERIALS MAY BE RUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN HOLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS %PLATE EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE oll THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES, STUD NOTCHING %1 AND BORING LIMITS v SCALE: 1 1MY'=1'-0" 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdaslgngroup.wm L AA 0: 0003325 eNlll' sUDDIV. ae LOT: SILVERADO LOT 10 BLK 7 PROJECT 04128.00 —10071 MCDELt 4EBB "1828—CALL" GARAGE SITING: LEFT PAGE: DETAILS 0 MPH EXP. BJ PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS a'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 2a" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BILK- W/ TRUSS PLAN W/ 1IY' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 010'-Y' O.C. MAX. GABLE END BRACING W/ PRE-ENG t GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup•com L AA S: 0003325 mm stmDiv. allLAT SILVERADO LOT 10 BLK 7 P1iOJECT# 04128.002-10071 MODEU 4EBB "1828-CALL" GARAGE 8WING: LEFT PAGE: DETAILS 50 MPH EXP. RJ DA�l'E: 01/17 119 BCA=: 1/4"=1'-0" aHEET S3.1B I'11�5 �1 VTT SPACING (1) AT EACH END Ij�tih 2x4 BLOCKING BETWEEN TRUSSES VTf AND 6-0"O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ 13) 12d 0 EA. 4'4' O.C. (AT SHEATHING SEAMS] TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 394' (1)'7P BRACE III 11 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE ® CENTER 12)'X' BRACE DIVIDED EQUALLY ACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGSTIFFHTS UPRIGHTS OVER 4'-10"HIGH ° (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONITSECURED 17' O/C ED2X4 /(2)12AT AND APPROVAL SECURED W/ (2) 12tl'e G PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS �� VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS �' L SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-17443078 FAX 407-774-4078 www.abdeslgngroup.00m L AA 0: 0003325 �l W a O F a BUDDIV. Z LAT SILVERADO LOT 10 BLK 7 PROJECT* 04128.002-10071 MODEL: 4EBB "1828—CALI" GARAGE SIM90: LEFT PAGE: DETAILS %,I,j,50 MPH EXP. IV R 01/17/191/4"=1'-0" RDFT .1C I wBLE.ENO V MP ROOFii---�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCIE 1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =1 f.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS ATV O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK Bd RING SHANK, 21/2, 0.120' 170,000 LNG (16-20 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 1/7' 0.1w, PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH Bd 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 7/18' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. O J Z W z8 W Y ®) Z U O 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q z9 � W , C7 LL Z 4 N . J_ 8 w O CI Z D . ? . • B Y c to Z zw Z LD W Y a Z U coo LD a Z s TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS R(1f)F CHFATHING ' �1 ---_.BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE FRAMING CBd RING SHANK GUN NAILS 8' O.C. IN FIELD Bd RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd X 217' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.8rjN FIELD J\ I TK Jl9" 16U b'UB IFLUUN UEUKIINU ULUEU 1 U ALL CAYUACU M-0— GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE FRAMING CBd RING SHANK GUN NAILS 8' O.C. IN FIELD Bd RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd X 217' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.8rjN FIELD J\ I TK Jl9" 16U b'UB IFLUUN UEUKIINU ULUEU 1 U ALL CAYUACU M-0— GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE Siff SWILL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pPQy1DE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN CONCRETE ARE TO BE CHAMFERED 311'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION ALL EXPOSED EDGES OF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 84AIL CONTINUOUS POIYETHYIENE VAPOR BARRIER MEMBRANE UNDER SLABS-ONLAONA WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-MBER E 011, AS SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,40Q0. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, $PIKE, BOLTS USED EXCEPT WIRERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP p2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACT WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2* CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA, TRUSS DESIGNS SHALL AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O DRAWIGNED SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. E DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP X BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIM?CA SCSI 1" ROOF' LIVE LOAD FLOOR' LIVE LOAD 40 paf SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25" MI6 BAR - 3(r COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES 20 psf TOP CHORD -noncOnD mt 10 psf BTM CHORD -nonconcwront DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 PSI TOP CHORD V psf W/ ASPHALT SHINGLES) (10 psf W/ NO GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 00 pef STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING WERE AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO"TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MU( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSSIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/Y FOR 06 AND SMALLER T FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER SIC FOR SLABS, WALLS AND JOISTS IA/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30' S7 BAR - 47 PROVIDE 36' • 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. 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, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNEDAND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY R IrTI loco--..FNTeo bR LICENSED PROFESSIONAL ENGINEER. PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM SRI" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. :-Yliiitl� THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, FV = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WIND W AND DOOR BUCK FASTENERS FASTENER APPLICATON 9TE ttPE SPACING REMARKS AFPLK 7I 014 SIZE 1. SP o RFMMKS 14 PT FLIPPING TO MABONRYICONC CABS HMDQJEDCgL NNL11?Ldm. B OC OPRAGE DOOR BUd( TO MASONRYA:ONC. SEE-L SEE-- SEE DETAIL SEE DETNL 90D, AL. EXT. DOORS to PT.9EE NOTES CABEHARDENEDCOIL NNLI1?LONG. S'OG STMGERED W,N004d00IXNFA9TENED INTO MA80NRWCOIL. GARAGE DOOR BUCK T.- SEE DETNL SEE DETNL SEE- SEE DETNL W aeE KARDFNm WIL rac WNGGvamow FASTENED METALeR _ CONTACT THIS ENGINEER FOR SPACING ,aP,.EENOTES NNL „?Corm. BTAGGEnro Iwo- MABGNRricoNc. REQUIREMENTS EXT.—NCI— pI3',YdA 'TPPfAN ,B'OC „?EMBEO, B'ENO. NON9EARINGW000 4MD IE'E.lm.UKSPT SEENOTfb R N B.?D WHSIAB? WdD. h PT N1NDOiV BUCK 0.138'PAFF3llS' YOX: FEND. d6T, I1? PT TO6TfEL COL., SEESTAGGEfED EDGE deT. NO E S 11STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR NTH A MOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 r8 03 40) y 03 y4 F a h� L ■ >lUBDIV. ae Lor SILVERADO LOT 10 BLK 7 PROJECT# 04128.002-10071 MODELS 4EBB "1828—CALI" GARAGE BIVMG: LEFT PAGE: DETAILS 0