Loading...
HomeMy WebLinkAbout6895 Wagon Trail St99 91828-4EBB—CAL191 vV HOMES �D .0 qJ �► its v 12602 TELECOM [DRIVE, TAMPA, F1 33637 cj 44) ,57 v g Te1: (813) 740-9720 Pax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 8TH EDITION (2017) -FLORIDA FIRE PREVENTION CODE 8TH EDITION ARV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADJ. ADJUSTABLE M.T. METAL THRESHOLD DATE DESCPJMON ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •K!N. INTERIOR FINISH - CLASS B -BASIC LAND SPEED - Vult=160 MPH • EXPOSURE - B°d=118 MPH :I -STORY RESIDENCE - •2-STORY RESIDENCE -MAX. HEIGHT A3 PER LOCAL AND STATE CODES ALT. AMP. BD. CL CAB. CLG. CLR_ CON CPT. C.T. D. D DG. .G. DIA. DIM. DISOM OF. DR D.S. DTL. D.W. EA. ELEV. eQ. EXH. ALTERNATE AMPERAGE BopRo CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.c. ONCENTER PL PROPERTY LINE P.R. PUSHBUTTON PH. PHONE PH. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER R. RADIUS R.A.G. RETURNAIRGRILL REF. REFRIGERATOR R.O. ROUGH OPENING S.C. SOLIDCOREEXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER SIM. SIMILAR SL. SLIDING PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI -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 WA8-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. CALL. S LIVEY• 1828 86L FT. 0•E 430 Sa. FT. AR No. 93723 ENTRY 16 60. FT. Lana, Sa FT, EXT. F.GJFX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2362 80 FT FIN. FLR. FR. DR Era. GA. GAR. DISP. G.F.I. GL. GYP. BD. FINISH FLOOR FRENCH DDOOORR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD SECTION TEMP. TEMPERED GLASS TO TOP THICK T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESSNOTED OTHERWISE V.P. VAPOAPROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR, HEADER WOW. WINDOW HOT. OR HT HEIGHT W/H WATER HEATER INSUL. INSULATION W.I. WROUGHT IRON INT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3.1A—DETAILS PG S3.IB—DETAILS PG S3.IC—DETAILS 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. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e 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 CONSTRUCTION BASED ON THE DRAWING SET. 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdeWpgroup.com L AA M: 0003326 b 4 F sunDiv. e9 LOT: SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 MODEL: 4EBB "1828-CALI" GARAGE BTrING: LEFT PAGE: COVER SHEET 150 MPH EXP, B DAA F-riE: 11/15/18 scALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE Wows 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 ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 8. 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 CARPORT'S 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 R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 5l8 -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. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. 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 ROOFMALUFLOOR 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. PLUYBWG 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'h' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" 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-Cl063-12s. 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) i441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 atMDM S. LOT SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 MODEL 4EBB "1828-CALI" GARAGE aWWO: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DrRu;TA 11/15/18 8CALE: 1/4"=1'-0" aTiEET GN 39'-8' _ - I o!MENEM. � Lu u ._ '11 � � n 1, . • i u 1 .I � ap-w CIA ., rl .. p O Ems - PER CODE p '. o © ME oGARAGE Lm FOYER e o Mo I 2 ME a . . o o'II��IIIio °Illlllllo a',II�Iio— °III�Iio Lll SQ.FT. CAM'S LWING 1828 ea FT. GARAGE 430 Sa.FT. ENTRY 16 SQ. FT. LANAI SO SQ FT. TOTAL 2362 Sa. FT. MADDW rt8�0a s0 New F(M38 ooN1�18 aFeNoe BOWIE WE OWN"00A IBWI® NOTWE FOOTAGE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING to 5 24/-31 DR. MIN. CRITERIA 6". MIN. 41 5 23/-2S CRITERIA 16010 O.H.D. 112 5 20AI-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT — t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR $TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIIROLWM L ESL. TOP PLATE 0 M BAR DETAIL ARCH DTL. B SCALE, 1/2 . 1'-0' FLOOR PLAN SCALE: 1/4' . I'-0' -2-8 LOUY. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENWM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENBJGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-GORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) TNICIC, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngrGup.com AA N: 0003325 s E 0 R` C [PROJECT# L7HDIV Aa LOTSILVERADOLOT #13BLK #12 04128.002-13121 MODZU 4EBB "1828—CALI" OARAOE SIMMO: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B PAU'" 11/15 1H DATE: / 8CAL.E: 1/4"=1'-0" SHEET Al le EQ. 5LOG. HGT. PYPON 8KTIIXI1 OR EOJIVALENT n IIII ■■ ■■IIII4 DECORATIVE ��� � i ��■i ��i "TTERS, OR IIII ■■ ■■IIII'EMIVALENT ie psi i�i i��i�i� IIII ■■ .■ IIII - mil I FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH OFF RIDGE VENT AREAOFATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA SO, INCHES PER FT.(144) = 1134.72 SQ. IN. NAN. REQUIRED VEN7RATION .5% 1134.72 IN UPPER PORTION OF ATTIC 56736 SO, IN. OFF RIDGEVENTILATION AREA = 115 SO. IN. PER VENT 567.36 /215 MOFVENTSREQUIRED = 4.93357 rTOTAL OTAL •OF VENTS PROVIDED S 'ARIA OF ATTIC ISTHE 1ERI1ATE1 OF THE HOUSE, LESS THE OVERHANG IXTEIOOROF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED OFF RIDGE VENT y. - IrIf:ICS�dL7•�7�� .� :�7 :1[Src'f-7f79 - -- OFF RIDGE VENT REAR ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH A8EMIRS. WGT. a N --------------------------------------------------- LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED PINISH OFF RIDGE VENT OFF RIDGE VENT W-W EIRG, W.T. '7 i- iv 0'-0' FIN. FLR N. GR D --------------'-------- ------------'—'—'-- RIGHT ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH N N DECO. DTL. A SCALE. la • I' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 oo AN I� ;-40 aysD:v Se :.0s SILVERADO LOT #13 BLK #12 PROJECT' 04128.002-13121 MODELa 4EBB "1828—CALI" GARAGE aMiNC: LEFT PACE: ELEVATION I'D" Ll50 MPH EXP. B I11/15/18 CALE: 1/4"=1'-0" *fZ= A2D ELECTRICAL LEGEND SYM. DESCRIPTION rff TANDARD SWITCH -WAY SUMTCH -WAY SWITCH RIMER SWITCH HH BUTTON ISCONJECT T HERMOSTAT ERE(*&W20-AMP NGLE POLE) IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT R./TAMPER RESISTANT TYPE) WV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR U14TERPROOFKfI CEPTACL0 (GROUND FAULT NTERUPTER) IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) HO MOUNTED L*HT (LNG MOUNTED L"T ENT LIGHT _CD LK�FIT L SCONCE PRE -WIRE T PAN WITH LOOT (I CFM PER 80. FT.) am BAD LkW4T FIXTURE B LIGHT FIXTURE B L04T FIXTURE ACK LIGHTING 4Cj�x4"MFLUOREeCVNT L*HT WITH PULL CHAIN R CABINET LIGHT LUORESCENT LIGHT (RECESSED) LWW4T (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) • 66 LOWT LESS LNeHT (VAPOR PROOF) ILSIG MOUNTED LIGHT WT14 J-DOX OPT. RAN LEGTRIGAL PANEL (FIELD VERIFY OCATION) 1-0 •BOX (WALL MOUNTED) -DOX (CEILING MOUNTED) ILMG MOUNTED RAN T FAN (I CPM PER Sa FT.) JACK p DETECTOR (CEILING MOUNTED) CIDE DETECTOR IMES TEP CUTLET FOR aLARAGE Tv JACK -,q PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TODE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 1 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 2W.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF 1: CPM INTER" IITTENT PER TABLE M001A OF PBCbTH EDITION f201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT•MTERUPPTER PROTECTICN FOR PERSONNEL ON FEEDERS) • WRING METHOD SHALL DE NON METALLIC CAALE AS NEC 20M ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE 6ELECTED BY BUILDER AND TS% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL EN@RiY EFFICIENCY) 201T. b!h EDITION R404J ------------------------------ OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . I'-& CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN II®III�IIII"'J�..�^I��_II�C,T IC^..J31111��"..:.J•�_IE3alllll� manPANEL oo 000 -A ®OOEr�55i0fJ• ���©�® I®IIIISIEar+.� -. �000m �g0�O0 m0'�oO� 00��S�oO® III® IIIIIII�IIIIIII��6'�IIIIIIIIIIIII�Ei)• IIIII�R'•"•+�"r'*�'��IIIIIIIE,111113� IIIII©IIIIIII�E�.�IDO® Ea�:�sa:..^... �av0 a���E��u auaQ�>•I�����IOImI II��IIII�L�II�lI!♦ E:!•��E�II�II�I�, 0 PROVIDE 3-2/0 CU, THUN • 1% CU IN 2' CONDUIT OR 3 �4/0 AL, THWN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE 8OPPIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE BO AMP DISCONNECT WITCH AND 1201240 VOLT GENERA. NOTES, M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS CF THE PBCR biH PANEL EDITION (2011)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. ISOARP D. ALL CONDUCTORS 814ALL BE TYPE THHN/ N UNLESS NOTED OTHERWISE. PCWER rC:V,P2 PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1.1/2" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 9/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPtaw I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CIU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FDCR &U-1 EDITION (20171). S/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-7748078 FAX- 407-774-4076 www.abdosigngroup.com AA #: 0003326 LIO IBUDDIV. ae I.OT SILVERADO LOT #13 BLK #12 PROJECT/ 04128.002-13121 MODEIs 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B I I I I I I I I I I I I I El I cc 9--------------------- I 0 LJ II I II i fl I I II I II i lu _� II II ,I I m I II I 0 I II I II II 21 2' VTR KITCHEN 2' SINK uuVT 3'-2' 3'-1' I'-1 • .1 2y In' AUTO VENT 2 Icy _ �In' p i _ 1 U1G 2, 1 ,n��2q L LAY .�{I TUB v. I LAv / 1 Z 3 3 I LAY m UIC 2 SKIN In' S. 2 UlABHER 2' Co i TO MAIN I PLUMBING RISER DIAGRAM ------------------ PLUMBING PLAN SCALE, 1/4 ° 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 W�1 SUDDIV. Se WT: SILVERADO LOT #13 BLK #12 PROJECT 04128.00-13121 MODEIe 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B ?rl 'D INT 11/15/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. 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 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL GODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOUIERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH RD", SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (20M) MECHANICAL CODE SECTION 601. W, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH COP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC - EXTERIOR WALL PLENUMAIR RETURN BUGTIGN AND LIQUID AIR SUPPLYREFRIGERANT LINES AIR HANDLEREXTERIOR WALL JWRtETURN 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAYPVC SLEEVE TO LINES BELOW SLABREFRIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GILL SECURE STRAP TO C0NC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB- —""' LAB SECURE STRAP TO UNIT W/ (2) f&XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO, PLUG BRASS PLUG ��-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED [EM:: nEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL 6E INSTALLED AT OR ABOVE PPE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744079 www.abdesigngroup.com AA #: 0003326 J ,ammo avna:v. ae RAT SILVERADO LOT #13 BLK #12 PROJECT* 04128.002-13121 moDzLc 4EBB "1828-CALI" GARAGE 9WINC: LEFT PACE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PRE-FAB TRUSS V2' GIG. BOARD V2' DRYWALL 2X4 WOOD STUDS *24' or_ r—GONG. GLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T � ' 1 TYP. INT. WALL NON—BRG. D1 SCALE, 8/4'.I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROMA.1 ON J,' O.SB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I'-m' TYP. ON. 1/2' THICK, 2 COAT POR LAND—f-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. _ S/8' GYPSUM d OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM 21 SCALE:3/4'•i'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4,1 INSULATION UANDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OG 8' Cm I/!' GYP. W-. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808.LI ON J' OAB. SHEATHING OR !' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY . — 0'-0' FIN. FLR m .. . a 4. �W/ WINDOW OPENINGWINDOW OPENING n TYP. WALL SECTION D NO OPENING NOTE• PER SECTION WD.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'.F-O' IS REQUIRED. FOR ROOF SLOPES Or 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22h TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 uTAM :uc wo auL LN cru N' OT.IL a0. ozo a... _2B_ GAS LINE THRU BLACK 4S ♦ ♦ i�,400A�i�.000�iT��:�,� .4Q1 tea. iicKiw�cx— .'.� 1_ `OMMKADDO= 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES R905.1.1 ON J' O.S.D. OVER -W FELT PAPER OR SHEATHING OR;' COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE RwS.1.1 ON J' O.SB. 8TIFFDACK AT ALL UPRKrHTB SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'-m' I'-m• FASTENER SCHEDULE TYP. PRE-ENG IUD. TRUSS TYP. MTL. DRIP EDO.N. GE OA. MTL. DRIP EDGE 2x FASCIA PER PER ELEVATION 2x FASCIA PER If ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG, GAME TRUSS SEE ENERGY CODE FORMS FOR PIS-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED JMR ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS NIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE 6TR ZTURAI Ix2 P.T. FURRING STRIPS • 24' O,C. 1/2' THICK, 2 COAT 1/2'GYP. WL. BD. PORTLAND CEMENT WOOD EASE ,cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRrI i, 0'-0' FIN. FLR S cm a ,a 4. n W/ WINDOW OPENING B TYP. WALL SECTION kE NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 q 8 a F a BUBDM r c LOT SILVERADO LOT #13 BLK #12 PROJECT01 04128.002-13121 MODEL' 4EBB "1828—CALI„ GARAGE S1RNG: LEFT PACE: DETAILS 150 MPH EXP. B I rl DramT w11/15/18 SCALE: 1/4"=1'-0" SHEET D1 ® �SCCURE 2x4 ON-Y MAT TO ELK W/ CUT NAIL& SIDES, 2X6 GARAW DOOR SULK IW (1) ® AW' A -COLTS 4' E1DEPMENT MIL W/ 2W"^ WAGNER AND NUT SPACED EVENLY FROM FLOOR TO GARAW DOOR MDR N JOINTS PRIOR TO PILL"& 1-2X6 PT BLOCK • CENTER OF ® DOOR HEADER &TV A'XN J-COLTS 4' EFDEOMENT W/ 2W-W WASHER AND NUT. [El NOTE& 1110 r ALL SHALL ISE N ACCORDANCE TO MAM PACTIER'S MTALLATION NSTM4TIONS WHERE SUCH MSTRJCTIONS ARE MOPE STRNSENT GARAGE DOOR BUCK ATTACHMENT 4CYJ. N••1'I 8' CMU V DRYWALL FlTfI'X4. OR I'X2' P.T. NAILER Ix4 P.T. OR 4)'4'X4' MIN. SECURE THRU FRAME 4 EXTEND i-Yi INTO BLOCK W/ %' TAPCONS (MIN SHANK SIZE .14b MN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO HLACK +3/4 OR +5/4 A 11DIDOW BLACK +3 4 OR +5 \VOCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ A(4' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:m SECURE TO BL -Wb' TAPCONS(MN. SANK W/2 SIZE 14b MIN. HEAD SIZ[D-40 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 g• GMU B' O.G. MAX SPACING. K' 2Xg;® � I'X4' OR SECURE BLOCK W!t-i(I' (MIN. BHAPYC SIZE .14b MIN. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Yi) TTAC WTHIN 8' OF EACH END 4 L 1'X2' P.T. NAILER CASING JAMS OR WINDOW H TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLOCK +1-1 2" %n1 WHMI1 TO B CK +1-1 2" L) E, N.T . 2X4m SECURE TO BLOCK W/'X►' TAPCONS (MIN. SHANK SIZE 14b MIN. HEAD SIZE 300 MR EMBEDMENT 1 Yi) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W12-V NON-STRUCTURAL i(A' TAFNCONS TAPCON MIN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 , GMU MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN 8' OF EACH END 4 18' Or, MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8•m a SECURE TO BLOCK W/2-V )f.' OAJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15 If LE, N.TAN.TA. 2X4;m SECURE TO BLOCK W/ 16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL TAPCONS TAPCON MI'1 IAA (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMU WITHIN 8' OF EACH END 4 J1' DRYWALL 18' O.C. MAX SPACING. 2X84� I'XW OR I'X2' P.T. NAILER SECURES TO BLOCK W/2-%' CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLACK +2 1�4" Wamw TO BIACK +2 1/4" SCAL , N.T . 2X4m SECURE TO BLOCK W/ )1(4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 mrf,L EMBEDMENT 0119 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACNCs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-2 NON -STRUCTURAL V STO TAPCON MIN. 1-Y1 (MIN. SHANK SIZE .145 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN V OF EACH END 4 18' O:G, MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ru:r 4 m;®ao ro nurse too xm o jklj DOOR JAMB TO BLOCK +3" @SC,ALE, RT . If TO BLOCK +3' 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE AS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6, m SECURED THROUGH SECURE TO BLOCK WR-Vo' NON-STRUCTURAL ' TAPCONS(MN. SHANK SIZE TAPCCN MR I-Y♦' Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMU WITHIN V OF EACH END 4 K' DRYWALL 18' MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK Un-%. 2ND 2X SECURE TO TAPC0WMIK SHANK SIZE STRUCTURAL MEMBER J45 W/(2,12d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MN EMBEDMENT 149 CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3" 06. ALE:, RN.TA.TA.If TO BLOCK +3' 2X4m SECURE TO BLOCK W)Y4' TAPCONS(MU1 SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 IV OL. MAX SPACNG. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MN. i-Yi TAPC241VMIK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 149 )5' DRYWALL WITHIN 8' OF EACH END 4 IS' OZ. MAX SPACING. X4' OR 1'X2' P.T. NAILER 2x8c= � SECURE TO BLOCK WA-1/4' 36' OAJ5. X 4' MIK TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OG. MAX SPACING. MANUFACTURES DETAILS. N0164 mIammronosi toex D,F4m4•) DOOR JAMB TO BLOCK +3-7/18" G. 1RRD01/ TO BLACK +3-7/16t E: N.T.S. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XG,� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. 144- (MIN. SHANK SIZE J4b EMBEDMENT INTO BLOCK MIN. HEAD SIZE -100 MIN. EMBEDMENT 149 8• CMU WITHIN W OF EACH END 4 )6• DRYWALL 18' OZ. MAX SPACINCs D 1'X4' OR 1'X2' P.T. NAILER 2XS® SECURE TO BLOCK WAXMMANLIFACTURES TAPCONSOOR C•S�+(MIN.SHANK SIZE .14b IN. H MEAD SIZE 300 MIN.EMBEDMENT I V)OOR JAMS OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER IWO.C. MAX SPACING• DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLDCK +3 3/4" lr TO B C 3 +3 4" Ti SCALE, N.r . 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA k: 0003325 18LTM3DIV. & LOT SILVERADO LOT #13 BLK #12 PROJECT* 04128.002-13121 MODEL: 4EBB "1828-CAU" GARAGE DWIING: LEFT PAGE: DETAILS 150 MPH EXP. B Tin PJNT m /181'-0" 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 12/32/2020 FL 17248.1 FL 6223.3 FL 27325.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.2 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 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 20477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 12/31/2018 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: 10/04/2018 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 �AIIIIII amm HVHDiv. ae LoT S ILVERADO LOT #13 BLK #12 PROJECTO 04128.002-13121 HODEL- 4EBB "1828-CALI" GARAGE BMWO.- LEFT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B DRIN 11/15/18 ATE8CAI.E: 1/4"=V-0" >*Mwr D3 PREFORMED CONTROL JOINT R.*M OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' O.C. MAX (VER(.! NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 8ND EXISTS BEYOND EXCEPT STAPLES W( SEQJ�IYC�CON� JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • 1' O,C. MAX VERTICALLY i' TFIM 8 COAT CEMENT PLASTER UM LAYER 9, PORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED *11 (VERTN OG MAX AT SIPPORTS W® LAYER % STUCCO WRAP WOOD SHEATHING LATH SMALL NOT _- . _._ I'JE CONTIANCUB .' TO.• A• 10 V TWFWUGW CONTROL \ JOIT6 BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CRAPS PROVIDE 2X4 BLOCKING T.10.1.4 PLACED RAT MAX 6' TO S' \ FISOI'7 C47NTIY0L. JOINT W41N \ FASTENERS FOR LATH TO Be NAILS OR ••� FAST CONTROL JOINT FALLS ON / sTRlC1UR�4L S1UD -„i STAPLES INCOI•LIA 4M W) ASTM CI061 2. ORE TIES TO BE (NO. 0) 0,041S' ORE / I BLOCKING SNOM MAY BE N ADDITIT TO WALL STUDS REWIFIED PER PLAN o OLFOLD .YMIO.PT.A OL POW NWAPO • PT. A 2. COWAN . M. 6 2, COWAN . I.T.O Al1.laL[ROCT'.Al� ORP low. OveLAP 11�N Dfn00 VY 00.00 FAMM ' C= PIA NCN.LY (� L PC%j) PO 4F0 . M. A 2. CYAN . F.T. 6 FOLD w ® l PG{,D MIMC . FL A 2. CMAN . FT. G s COMA" . Pr.O 4 POND PT. C OVA4 P.T. 6 TILL Fr.O TQCMN MoTrcm PLAM NA r O MORON RA"! ouA,.R T. ORAL A".DQ tmart. ]' TMIOG D COAT CEMENT PLASTER ORM7A VY I COAT CIWNNT FLAMM (CPW ,WE LAYER V. FORTNBER BIWLOMG PAPER ORA,'! OLY) URB LAYER % STUCCO WIAN•(PRRt cxtn MOTEL APPROVED INALONG CRAP SMALL BE LAPPED A MINK" OF 4'x4' SELF -ADHERING MEMBRANE 1 6' • VERTICAL LAPS (ROLL_ PLASHING MB (COMPATIBLE WOU V MSE 7\ ALL OR TO EEA TAPED APPROVED WOM WRAP. LATH VERTICAL LAP TO OB 1' WITH FORTIBER 6EATHING TAR R.ASFNM6 TO lxTBND ONTO PIA! I ::: / \ I' OR LE88 PIPE / \ PENETRATION / r nxl uP . TeTAL LAIN pC X X X X X X. 4— — — — — GUT AND OVERLAP ONE SIDE OF 1 METAL LATH 6ELF-ADFEINI6 MEMBRANE —/ I FLASHING STEP LLRD LAYER M, i' TMICK 3 COAT CEMENT 6Tucco uwAP I PLASTER • Y / METAL LATH WRB LAYER % PORTFIBER I Wim LAYER •2, FORTFIBER BWLDNG PAPER BUILDING PARR WRIS \ '••� .-� / I STUCCO WAfAI• INSTALL FASTENERS (CLIPE, WOOD SHEATI4M STRAPS, STAPLES) AS REOIJIRED TO SECURE PIPE/ WR! TO FRAMMG 7P MN LAIN LAP, 4. OVER77 ALL LAP 2 SCALE. I V2*-I'-W ® KICKOUT DETAIL AARM KIML I� ■ OR CPU u4" PLAww Four tLAanNs (eN \NC?1�11 AL) NAL "TER TINT NAL moo OR SQUMK DD MOT CfIR 8LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WTM 0O40-IN. (ITN -MAP) ORE AT KMRVAL6 NOT MORE THAN 7 (22S-FMA AS PER ASTM C"3 1AL FOR REPAIR OF TEARS IN WIB LAYERS, TEARS MAY BE PATCHED WANOUSE WRAP TAPE PER MNAF. SRC. OR PEEL 4 STICK BUILDI PARE 67= WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING 7D (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.TS, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO I- L'-' , a SELF-ADHESIVE FLASHING - - - - - - NOTE : METAL LATH: LATH TO 5E PER SECTION R-703.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA S: 0003325 , 3 RL7mm & LOT SILVERADO LOT #13 BLK #12 PROJECT* 04128.002-13121 MODEL 4EBB "1828-CALI" GARAGE 8'WMO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATE: 11/15/18 8CAL Z-. 1/4-=l'-0" ai1EET WA1 SACKER ROD BACKER ROD WARS LAYER -1, ATIIrrn 111"r INSTALL 6' SELF -ADHERING MEMBRANE PLASHNG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, W CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAwlor W*v =W Dlaet ft Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT \\— i' THICK, 9 COAT CEMENT I, PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO LURAP) 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. 215 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER -1, UNIT STUCCO WRAP LAYER 4, FORrIFISER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) uboD 1/8, TEXTURED -FINISH! CO OTRJCT104 '. • WOODEN FASTTO WOOD STRUCTURAL SEALANT • MEMBER • 1' OZ. MAX TOP 4 SIDES a u , . __ _ ...... 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROWN WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MARA SPECS.) BUILDING PAPER — INDER 'QUICK FLASH' A VENT PENETRATION SGALE= N.T.S. ELEC. METEF VERIFY LO NRGfi IV f�G1�G1YG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER I ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAU EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI'. SEALANT AT JOINTS AND INTERSECTIC R11� W WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING V RNIGH • MAeoNRT '7B HORIZONTAL WEEP SCREED FRAME TO BLOCK) 8' WRB LAYER @I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING i k MEMBRANE FLASHING q. APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I STEP #1 STEP 02 LAYER 01, WRI777f_� STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 ME MBRANE! R ASHING MM LAYER 12, FOWIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #& (:�) ELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdosigrkgroup.com AA e: 0003325 911111F; SiJ19DIV. Ac LOT: SILVERA )0 LOT #13 BLK #12 PROJECT# 04128.002-13121 I[ODELc 4EBB "1828-CALI" GARAGZ OWING: LEFT PAGZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TZ 11/15/18 BCP.XX: 1/4"=1'-0" 811=T WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO -ADHESIVE FLASHING - - - - - 2 CORNER BEAD (FASTENER t SPACING - I. (V CMU THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD i� BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77448078 FAX: 407-7744078 www.abdosigngroup.com AA R: 0003326 V y mr?i F BVHDIV. as LOT SILVERADO LOT #13 BLK #12 PROJECT 04128.002- 3121 MODEL: 4EBB "1828-CALI" CwRwCE 8VfMG: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DF-PTI il/15, 9CIAM: 1/4"=V-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 IFORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO Wom TltllCTION �— MY" 4KV0 6ME.OTWM WFATWM DARWER �6I6TIVE W616TWE DARKER / 1f.• X T Y� 4EI A 6IDM4 / / \ 66'' U-A0WERM6 / ASWM RMG PLA614INM L `\ WFATH 1 \\ \� ROW6I6TIVE DAPM6TARTER �6TIVE 6TroP DMAAIWER FLAIMM -' 6ALYD METAL 6ALYD METAL �" •r ILA611MG •r FLA6NM0 •V.•va•e 0= TRIM MEMWR ` CASM i ui3oD6nMCAroET m \� DRT ARDVED 6dAP �EALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 b g 0 C a I ;1ZE BVBDrv. Ae LOT SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 MODELe 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B .� 11/15/18 I8CALM 1/4"=l'-0" 8FIEET WA4 00 / ----- — \ 1777 - - - 2x6 SUB-BANb W/i'x4' NOTCH A --------- ----- -- - END, WRAPPED IN V ' PEEL 4 STICK DRIP EDGE �\ I\ E----- --- --- 1/8' TEXTURED / i \ 1/8° FINISH a WOOD I \ I V/ 1/2' TEXTURED FINISH ® CMU \ j METAL FASCIA \ �\ WRAP Ye' FROM \ t STUCCO, IFROM \\ al \----------------- -------------- ' a WOOD WALL \ \ EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ®ELEVATION ®PL)4N A US' TEXTURED FINISH • WOOD, W, TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x, OR CMU x x x 1. WRB LAYER N, x x x STUCCO URAP(FRAME ONLY) x x x x x x x x x x x x — U1RD LAYER R, FORTIFIBER x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2X6 SUD RAND cEnENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x z x x x x x x x x (REFERENCE POINT AI V 5 ©PL* ONLY. FOR WALL OFF x SET OF COMPONENTS) � N ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ��DRIP EDGE, V OFF WALL (NOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU � 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x . x x x �1 SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH i END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A 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/I�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngrouP.eom AA 8: 0003325 V a. 0 0 L' a lPao V DDI& I.OT: ILVERADO LOT #13 BLK #12 JECT# 04128.002-13121 MODELc 4EBB "1828-CALI" GARAGE 81/ING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B DATZ: 11/15/18 SCAT E: 1/4"=l'-0" 8HZZT WA6 %r-R" 28'-8" 3'4" 15'-10" 9'-8" 9'-8" '4" — 1 — — — — FM-12Xl2 — — — — — — FM-12XI8 — . 1.1 XI I9 N 4" CONC. SLAB w N F-24X241,-0„ 3 1l2 w a 10'-0" 1.1 EXTEND FM-12X18 1 I SLAB 1 1/2" 1.1 I I 1. I I N I I F F N I I I •I I XI I I �I I• I 15'-8" I I 4" PVC CHASE I L — — — TE-1 — I N I *51/2 I ,I I 3'-W 5 ,., I� N I I� o I I EXTEND - SLAB 1 1/2" m ri 4"CONC.1 .1 FM-12XIB — —�' (g Ir w SLAB I 3.4" Ig (Nn-3112 71/2 aI LL 2 J FMC-12X18 FM-12X16 FMC-12X78 FM-12X12 L 1.1 — — FM-12X18 1.1 J 4 4 1.1 1.1 2'-8" 16'-0" 2•-8• e 3'-10" 10'-2" 21'4" 4'4" 14'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE i-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. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9W 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 (rOP 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" ORS- 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" O/C MAX. SEE PLAN FOR WAN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 601 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN la, s (+)0"-0' FM-1202 17' CONTINUOUS 17 (2 's + "-0' FM-12xl8 17 CONTINUOUS 18" (2 #5's FM-16x18 16, CONTINUOUS 181, - s FMC-1208 1T CONTINUOUS 16' - s #51N CURB VARIES - x 24" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407.7744 O78 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 3ouBz) " de LOT: SILVERADO LOT ##13 BLK ##12 PROJECT# 04128.002-13121 MODEIU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DRDrr ATE: 11/15/18 aCALE: 1/4"=1'-0" eitEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ,-. .e a(L G1 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS a li YC ¢ w �s. - T� GARAGE DOOR W m J W RECESS � CL a �� FM— pa//'ik g � K U) 8" CMU WALL O 8" CMU WALL > CORNER BARS, SAME SIZE AS BAR N LU B+ *- IN FOUNDATION WITH 30" LEG EACH >I_ d IWll +- 0'-0' TOP OF SLAB a -a' TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONSUS I _, SO THAT THE STEEL REINF. IS CONTINUOUS z � 1 MATCH AMOUNT OF CONTINUOUS BARS I of CURB FOR EXT. PORCH SLAB W/ 1f2" ISOLATION c . SEE SLAB SCHEDULE SEE BAR SIZE 48 BAR DIA 4' CHAMFER IlSTORY) 83 18" ��—..a�--.-.,—r � W SEE SLAB SCHEDULE" A TOP OF GARAGE EXT. PORCH SLAB 4"CHAMFER `" v. I v CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE �;p, MASONRY UNITS SET AT ELEV: JOINT (WHERE. .,. # - G' CHAMFER #4 44 W/ 1lT ISOLATION (1STORY) � � 6" CHAMFER (2-STORY) p.p^ APPLICABLE) z SEE SCHEDULE 3a JOINT (WHERE APPLICABLE) L'a - EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 06 Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY #7 42' AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE r SCALE:3/4''=1'-0" 2 scALE:3/4"=1'-a' GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 — SCALE: 3/4"=T-O" SCALE: 3/4"=1'-0" W W I N NEW REINF. BAR O SECURED W/ 2- PART 1. CAPPED I EPDXY. MIN. EMBED GALVANIZED PIPE g 8", UNO W/FLANGE ® BASE ¢ O FOLLOW ALL MANF. SPECIFICATIONS FOR N Q m USE AND I PREPARATION OF �HOLE. SECURE FLANGE TO Z W/(4)1/4" X 21/4" TAPCONS ILSLAB tt�oS '4 4"CHAMFER(1STORY) 6" CHAMFER(2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 _ 6 SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ' Z oa W U �0- N O 8" CMU WALL +- 0'-0" TOP OF SLAB Z SEE SLAB SCHEDULE Z 'ISOLATED' COLUMN PAD m CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH „ —#- FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY '1 COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3/4"=V-9' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 ww W.abdealgngroup.com AA #: 0003325 q e� aC C 4R sUBDIV ae LJOT: SILVERADO LOT #13 BLK #12 PROJECT 04128.00-13121 MODEIj 4EBB "1828—CALI" GARAGE 91rING: LEFT PAGE: DETAILS v.150 MPH EXP. B rPRAmT 11/15/18 sCA=: 1/4"=1'-0" sIiEET S1.1A 25'-10" 18'-10" 14'-8" L.-Ii Ell b ti 8'-2" Y a 4 `v N 1� N ZV M N lh N � Y Q lV v Y s N 0 N 4 N 0 2'-4" 1, 3'-8" DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com 1 AA S: 0003325 ,amm; aysaiv. a. LoT SILVERADO LOT #13 BLK #12 PROJECT 04128.002-13121 MODZ .: 4EBB "1828—CALI" GARAGE SWMG: LEFT PAOE: DOWEL PLAN 150 MPH EXP. JB DATTM 11/15/18 aCALM 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM -k VARIES PER ELEV. Z g a• #S BARS ■ " 8" 5 a L O CLEAN OUT REQUIRED a FOR INSPECTION #0. we X 0'-0" FIN. FLR. n . TIE RTICAL REBAR TO HORIZONTAL • �? - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA.�e Z #3 16' O 24 CMU UNIT DIMENSIONS O m ARE NOMINAL SIZES ' HORIZONTALNERTICAL 0/ MASONRY SYMBOLS 3 SCALE3/4"=1'-U' REINFORCING SCALP: 3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32700 PH: 407-7748078 FAX: 407-7744079 wwwAbdeslgngrouP•com AA #: 0003325 F b s a w 0 0 h C a SunDIV. da LOT. SILVERADO LOT #13 BLK #12 PROJECT* 04128.002-13121 MODELI 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B Dmrrr APS: 11/15/18 SCALE: 1/4"=1'-0" ®*IFFY 1111,. s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 146 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc Pei) SIZE VAH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1 (1)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS *--0— SAFE LOAD - POUNDS PER LINEAR FOOT I �Ia1►GMIB SAFE LOAD PLF TYPE MJe M.&M env pa4e ecas4eI TYPE _.._ I W I R(w LENGTH T-r (42") PRECAST =1 4'4' (4n PRECAST 1Be9 4'0 (54') PRECAST 1B9B e'4' (01') PRECAST 1217 F-10' (709 PRECAST 1082 sr (7e') PRECAST 908 T4Y (9D') PRECAST 743 9'4' (11:M PRECAST 554 1V4' (129') PRECAST 475 11'4- (13n PRECAST 302 1r4' (144') PRECAST 317 1S4' (18n PRECAST 290 14W (189n PRECAST 279 14'4Y (17V) PREBTREM NA 194' (1841 PR68T NA Ir-C ('DB') PRESTRESSED N.R. 194' Mn PRESTREM N.R. 214' Mn PRESTRESSED N.R. 2r4' (284') PRESTO RR 24'4' PRE'SID 0®00�l06� 00mlOm0 � 000000m oo�omo �moolvov mmoomov ®�Ol00m ! ®gym■ m" 0®100"=C1 �lOIOO�mO �m00mQ^Q� Oltt�m0101m0 oEmm cap oosno©oo l0�mlDOmlO oormomm o©momoo d�mmm ®Iom�mmv ®lOmOlml00 0�mm0©00 DD�O�m® ©O100�00 (D00(0©0� �D�m�Om ��"0®00 ���� ( N.R. 129 1 Teo 1 4a 1 W4 M tai I im (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TNffN FROM'BAFE LOAD TABLES' SY CASTCRETE MAY 2016 EDITION ALL PRECAST PRODUCTS ARE TO BE 9DTALLED PER MANUFACTURES SPECIFIGTIONB rd (421 PRECAST 1025 1024 15M 4'4' (4n PRECAST 765 7e3 1309 C-r (649 PRECAST 692 S91 1073 S4' @C4 PRECAST 411 411 746 9-10' ('M') PRECAST 340 330 01e e'e' (M PRECAST 507 721 40D T4' (90") PRECAST 424 634 303 94' (112) PRECAST 928 612 230 104' (128') PRECAST 284 401 1S0 1T4' (11W) PRECAST 20D 452 154 1r4)' (144) PRECAST 244 402 137 1Y4' (190'9 PRECAST 217 324 110 Iwo (1w) PRECAST 2DS 203 100 1441' (17e') PRESTRESSED NA 2114 91 I&W 11W PRE NA 209 83 1T4' (2M PINWRISISM N.R. 194 e4 IV-4' Mr PRENTRESOM N.R. 148 62 21'4' (28e') PRESTPEUM NA 12b 42 27-W (25n PRESTRESS® N.R 118 40 W-W Mn PREFIREBBE47 N.R. 1 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �m01001000 moom000 moom000 '�om0000m �OIO�ODmO ©mml00�0 .. ODI�O®!O!0 �oar_ sm�s�:ro-sue- oo�Q�oo ID=C71l O"w!Pw7R (=gff=z7!" Czm_ OGE?9E=rQ�'IQ�N1M" OlcmmrrQi0^_ 1=1 mm_q 0ET1�}'1lll�rT�@.1C7'1 �7 0Q�E7'1Q1Q!!Q!'1!Q" C:1MLJ14. :L....2JMENEM =�.}'I' 1111111113"== (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS SYOT}EA8 TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4 OF BEARING PAST EACH SIDE OF WIDOW OPE9iNG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE DIVISION ACCEPTANCE* 16-0126.03 C. __.m ,__­ __.. ...,..,. ,.T .,," ".. ,.o"„---------.--,KK %,--u..--e �.. ".— —­ — —.-- — LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www,abdoelgngfoup.eom AA M: 0003326 q V IS 24 0 f�.. ti ec7�arv. ae '7 SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 MOaEI1 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DA M. 11/15/.18 sCAXX: 1/4"=1'-0" sHE= S2 IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK - TYPICAL #5 BAR IN BOND BEAMrt///// REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYR B'1x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �r �\,\r` PLACE STEEL �O REINFORCING (L2) HEIGHT. 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" �p 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 OJ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / 9 �\ ��� 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P,0 * Bx16 DBL. BOND TOP OF / ,\�•�' aQiti� BEAM W/(i);YS BAR BOND BEAM •\O EACH COURSE • ��G�\a W/ (1) # 5 BAR30" F = UNFILFILLEW/ GROUT .\\U =UNFILLED GROUTSOLIDFROMTONOMINAL LINTEL TO TOP OF BONOF OPENINWIDTH # OF #5'S, IN 2ND BOND BEAM G 8x8 BOND BEAM T.MASONRY BEAM COURSE SEE NOTE 5 6-1 T/11Y1/ 8x8 PRE -CAST CONCRENOMINAL—�LINTEL W/(1)#S BAR(L2CORNER HEIGHT #OF#5'S,TOPLENGTH OF BAR = WIDT OPENING-2' BOND BEAM COURSE ORBEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETHAT XFXX -iT/1WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIO OF OPENBJG PRECAST HEADER(MIN) 214 (MIN 2X 3)1-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT � )(MIN iSHANK PRE -CAST .31 OR DRIIVE PIN WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8' SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7119'OSB 18' O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END VCMUWALL EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 314"=1'-0" i 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 q �i O O POOR A. LAT SILVERADO LOT #13 BLK #12 PROJECT* 04128.002-13121 MODELA 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: DETAILS 150 MPH EXP. B DAA r—RME: 11/15/18 SCALE: 1/4"=1'-0" S*EC= s2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WN (10)d x 1 112" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTISA OR LUGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'), B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST F' FROM THE CENTER OF THE COLUMN. 1-PLY U: -1003 LBS G: 2204 LBS 1-PLY U: -1030 LBS G: 2063 LBS 143LY U: -W LBS G: 1071 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO FRAMING PLAN SCALE: 1/4"= V-0" 1-PLY G: 496 LBS U:-145LBS 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH:407-774.6078 FA%:407-774.4078 www.abd"gngrouP.com L AA is 0003326 4n II x 4 x aunDiv. ee I.OT SILVERADO LOT #13 BLK #12 P!lOJECT# 041 8.002-13121 moDffiL• 4EBB "1828-CALI" GARAGE OWING: LEFT PAGI4: FRAMING PLAN 150 MPH EXP. B mm D � 11/15/18 aCAXX: 1/4"=1'—O" m*mmT S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFlWALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) tOd x 7 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 1/2" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND TO WALL W/10 021/C' OVER TRUSS (NOT SHOWN) BRUSS AND 4)1/4" xLOCK TAPCONS TO CONT CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W! 10d TRUSSES 24" 0/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. 7' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 7' APART REPAIR OF MULTIPLE RUSS/ MISPLACED EMBEDDED TRUSS ANCHOR &�YMIRDENCONNECTOR(S)sC :34"=1'-0" 3 SCALE:34"=1'(Y' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO SU-0 (3) "X" BRACE SECURE 2x6 PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/7DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2c8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 214 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 PRE-ENGD TRUSS SCALE:34"=1'-0" NOTCH DEPTH 1/4•D ID HOLE EDGE >5/8" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <215'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER OF FOLLOWING SPAN ONLY 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 EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <315•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1YY'=1' 0 ALTERNATE MATERIALS 11 SCALE: 3/4"-V-a' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003325 amm, etMDM as LOT: SILVERADO LOT #13 BLK #12 PIROJECT# 0412 .002-13121 1LODMI. 4EBB "1828-CALI" OARAOE 8TI MO: LEFT PAOE: DETAILS 150 MPH EXP. B Dom' 11/15/18 aBCAIM: 1/4"=1'-0" ekmwr S3.1A PRE.ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY S" MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's B' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2%4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG r.--�_GABLE TRUSS cQ CMU WALL 0 SCALE: 3l4'"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 94 ti iL —1 W�U SL7HDIV ae w SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 MODELe 4EBB "1828—CALI" GARAGE 8TIMG: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 11/15/18 8CALE: 1/4"=1'-0" 9MEET S3.1B II VTT SPACING END EACHMAX. II 115� 2x4 BLOCKING BETWEEN TRUSSES V7T AND,B'-0' O CAT (2) 2X4 No.2 SYP DIAL WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4' TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X' BRACE PRE-ENG GABLE TRUSS 11111111 0 "X" BRACE 0 CENTER \ 11111 1 (2)'A" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ o (AS PER TRUSS ENO) I \ O PLYWOOD SHEATHING, SEE ��- "ROOFNVALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" SEE P. 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 0? 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 1Y' O/C AND APPROVAL SECURED W/ (2)12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 I W/ HIP RETURN 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigngroup.com AA M: 0003325 h Pi b y. O V O F�. d a lu f C x SuilDiv. ea Lr07 SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-131 1 MODZIA 4EBB "1828-CALI" GARAGE 9xn4G: LEFT PAGE: DETAILS 150 MPH EXP. B r ARCH-Cri DATA: 11/15/18 8CALM: 1/4"=1'-0" SHEET S3.1C r LA w W P ROOF 1F----�F ROOF WIND DESIGN PRESSURES ZONE 1 •8.97 PSF (19.97) ZONE 2 • 17.98 PSF (27.98, ZONE 3 •33.53 PSF (43.53) 'A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPH PAGM FOR ASPHALT SHINGLE ROOF,. USE MIN 7116' O.S.B. OR 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sid RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS . SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE Zx4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENERSCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120" 170,000 ING SCREW SHANK (1&2RINGS I PER NCH) 8d SCREW SHANK 21/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SO RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C, AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J / 6 Z9 D W � Y Z S ' 0 . 2: Em Q YZ Q W W S 08 W Ua ,I)a TO O � LU m a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RDDF 6HFATHI NG .___-IEckl',1 M=1 --_M I] 1 l li BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C6d RING SHANK GUN NAILS G 6" O.C. IN FIELD �-• 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or Bd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS G 12' 0.7 FIELD 1 TY. d9 16U JU6YLV VK UtURINU ULUGU I U ALL tAYVAtU MCMtltKA GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, W 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 SECTIO146 SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SKA L BE SIC. PROVIDE 6%AIR ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 311 PROVIDE 64A& CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S ABS-0N-GR000HD WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCIES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY - 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT 3H ALL BE TREATED FOR ANY FORMWORK, 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 SWING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -NARK. CONTAINS MORE THAN 140F 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, 661 EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. BYP #2. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILTY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED T-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL 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 A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE VW 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 NTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA SCSI 1" ROOF UVE LOAD SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED FLOOR. LIVE LOAD 10 P-f 20 Pat TOP CHORD -Do-currerd 10 pd BTM CHORD -non-concurrent DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 p6f TOP CHORD (7 per W/ ASPHALT SHINGLES) (10 pef W/ No GYPCRETE) 10 psf BTM CHORD 5 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED •15D MPH 3- SECOND GUST (ASCE 7AO (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATION$, 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 SEPLAS OF STRUCTURAL DRAWINGS (COW TRACT DOCUMENTS) ARE PROHIBITED WITHOUT 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 EXCAVATIONS 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 SLAE COWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRLICTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDOOR WEATHER 1-Ir2 FOR /SAND SMALLER Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS t4rf FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR • 36" #5 BAR - 30" 97 BAR - 42' PROVIDE 38'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND 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 & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WT14OUT 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 SUMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 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 ALL BLOCK WALLS $HALL BE TV40-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Prrl = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SWILL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/e" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF e" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT, WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "Al" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: 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 ASS, Fy = 36 km FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 Kai. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS NTH 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, JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPL1CAlION RAZE TYPE lAO- REMARKS gPPt1CATION 612E TYPE BPACINO REMARKS 1r2 PT FI RNO TO NC MASO-OO. C .RDENEDCOIL LI1?LONG. 6„ ?AHAOE DOOR BULK MABgJgY,KXx2O SEE DETNL 6EE DETNL SEE OETNL SEE DETAIL SODAE%T DOORS 6EENOtE. CASE1Wt0ENEDC0IL WLI IR'LONO. YOC STAGOEREO NINODYHDOOR/fPSTENED INTO MASONRYICOrX:. ONUOE DOOR SUCK O MASIXJRYAXk1G TMEru SEE DETAL SEE DETAL SEE DETAL SEE DETAL WINOON eUG( G6E NARp6VFf)WK a oc YANWM9000R/FASTENED aTRnv To CONTACT THIS ENGINEER FOR SPACING Ix K. SEE NOTE a NVL 11?LONG. BTAOGERm INTO MVAON ,VDHG M,l9JNRYI WING REQUIREMENTS EXT.9MNODOOR N1G(3 PT.9fE NOTES $REAM NOWA9aEi2 TAP qN FPSTlFR 190C 11/I EMBED. e'EIO. gBT.,tt?EDGE pST NONBEAMNG Y•OOO ALL TO CONC. 6IFS 1?• E%PAN'EMBED.fETD W/WASHER BOLT T m� p6;i..YFD0E b6T. A O STEEL PTSTEEL BULL( .138•PAFr21A' YOC FEND .-1.111 COL.. SEE WI VMBHER STgOGEPEO NOTES EDGE DST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOWD ANDOOR BUCKS SHALL BE AS WOE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND ZK MEMBERS ARE SECURED NTAPCONS OR PAP TO THE SUBSTRATE. i441 N. RONALD REAGAN BLVD L. IGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 V hY ?O yU F W44,0, 80HDiv. AD LOT: SILVERADO LOT #13 BLK #12 PROJECT# 04128.002-13121 1tODEL: 4EBB "1828-CALI" OARAGE 8W5i0: LEFT PAGE: DETAILS V.150 MPH EXP. B U