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Home My WebLink About7656 Sail Clover Ln (2)A R C N I T R C T 8 .Q00('04 (04 -JORDYN- FOR: GWa s AP1 �A�t'CE„� '�'?R lAILi 441 N. RONALD REAGAN BLVD. {Y1 L V V 1 LONGWOOD, FL 32750 ALL WORK 5HA X CO �;OE., PH: ao7.77aeo78 f� a�! Ca 1� p1 � � FAX: 407-7744078 COdS F1,ORIDA G7 `�'�D�N� www.abdai8ngmp, om V AA A: 0003325 NATION CITY ®� ZEp� ItHILLS AND IF DRAFTING (LR /�A.B. N GRODESIGN ORDINANCES DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 4H RPH: 813-886-2628 ORMN RE VIEW DATE 0c 1 2 2020 FAX 6138862802 lop CITY OF ZEPHYRHI L �.� PLAN EXAMINER a a w N •! ! b O A 0 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: .p�MM BIIUM COM B�pyVnA4 ABV. ABOVE [AV. LAVATORY DATE DESCRIPTION CH MWN (, RM ST AD AIRCONDITIONINGLUMMC. LUMINOUS 06-03-10 UPDATED PLANS TO D1� I -JOISTS ARCHITECTURAL SHEET DESCRIPTION -AM . L �,�� COM ADJ. ADJUSTABLE M.C. MEDICINE CARNET AM ALTERNATE MIN MANUFACTURER 07-89-19 ADDED STONE CAP NOTE TO ELEVATIONS AMP. AMPERAGE MIN. MINIMUM PG CI -COVER SHEET CL DR HORTON HOMES .00CUPANCY - RESIDENTIAL GROUP R3 BOARD M.T METAL THRESHOLD m-Ii9-L9 ADDED G ELEVArcoN TO Aar REQUEST PG GN-GENERAL NOTES CENTERLINE MID. MOUNTED 12602 TELECOM DRIVE •CONSTRUCTION TYPE - VB CAB. CABINET MTL. METAL 07-29-19 ADDED COMPONENT AND CLADDING TO MIXT Al PG Al FIRST FLOOR PLAN CLG. CEILING N.T.S. NOTTOSCALE TAMPA, FL 33637 •�' INTERIOR FINISH - CLASS B CLR. CLEAR G.C. ONCENER 09-11-10 REVISED BOND BUM ON PAM 35 TO SZE. PG A2-SECOND FLOOR PLAN •BASIC END SPEED - Vult=150 1LPII CON CARPET P.B. PUSH BUTTON CONCRETE PL PROPERTYTON 10-17-19 UPDATED LE PT. CD LIGHTS PER D.R. HORTON PG A3H-FRONT & REAR ELEVATION "H" TEL: (813) 740-9720 FAX: (813) 740-9715 V65d=116 WH :EXPOSURE1- YRSfO IDENCE - C •2-STORY RESIDENCE - 11AX. HEIGHT AS PER LOCAL AND STATE CODES C. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE D. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR. PAIR CIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DR DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM D DETAILR.O.c..SOLIDROUCOREEXTOPENINGDR EA EACH S.D. SMOKE DETECTOR ELEV ELEVATION SN SINGLE HUNG EQ. EQUAL SHT. SHEET EXT EXHAUST SHTHG. SHEATHING EXT. G./ FIXE GI Sim. SlwweR F.G.FX. FUE GAS SIN. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SINS SHEAR WALL FR. DR FRENCHDOOR SECTION FTa. FOOTINa TEMP. TEMPERED GLASS GA, GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB T O.P. TOP OF PLATE G.F 1. GDROUNDUPF EURLT CIRCUIT T.O.S. TOP OF SLAB GL. GLASS TYP._ TYPICAL_ 12-18-10 ADDED BnOWN CONNECTORS I.LO. USP PG A4H-LEFT & RIGHT ELEVATION "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG ELL -ELECTRICAL RISER, CALCULATIONS PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-HALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 8-80-19 ADDED SEPARATE ELECTRICAL DETADS PER D.R. HORTON • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 /. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 C/1 FT C� 1s+ �R STRUCTURAL SHEET # DESCRIPTION DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE I9 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR SQ.FT. CALIC.'S 1ST FLOOR LIVNCs IA60 b• FT. 2NO FLOOR LIVING 1.653 80. FT. TOTAL LIVING • FT• GARAGE .3113 103 NiG1 FT: ENTRY 112 86L FT. COVERED LANAI 140 ea FT. TOTAL 4068 86i. Ft. aNVBDIV. & RAT: SILVERADO LOT#8 BLK 13 PROJIRCT# 03719.000-08131 MODE U JORDYN GAP402 BMWO: LEFT PAOM: COVER SHEET 150 MPH EXP. C H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF PG Sl-FOUNDATION PLAN ARCHLY T: HER, HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD PG S1.lA-DETAILS PG S1.1B-DETAILS TNT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN PG S2.IA-DETAILS y PG S3-FIRST FLOOR FRAMING PLAN Y PG S3.IA-DETAILS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN , NO INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFCs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NOMT RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RR's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON9TRUCT[ON BASED ON THE DRAWING SET. PG 34.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN PG SS -SECOND FLOOR ROOF FRAMING PLAN PG SN1-DETAILS DRA1D'NI 07/07/20 DATZ. sc AS NOTED �� GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 8. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 13113 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3, AS PER SECTION 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN IA -INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITI I 1 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: L 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 ROOFNVALUFLOOR 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 '/: PVC (SCHEDULE 40), INSULATED WITH '/:' AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. I. 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 FINNIIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 117 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Grown 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE IOD4 TAMPA, FLORIDA 33SU PH: 818.888.2628 FAX: 813-SM2802 Iiiiiiiiiii 01111111111 >ltMDTV. 41e =7 SILVERADO LOT#8 BLK 13 PROJECT* 03719.000-08131 MODEL.• JORDYN GARAGE !lWWO: LEFT PAGE: GENERAL NOTES 150 MPH EXP. C MASONRY/FRAME WALL LEGEND 111111111111 9'-4' BLOCK WALL UNO ON PLANS dIEG. HGT. VARIES 8' BLOCK WALL UNO ON PLANS 19'-4' BR'a. INTERIOR LOAD BRG. WALL UNO. ON PLANS 0 4' INTERIOR NON LOAD Blurs. WALL UAO. ON PLANS SQ♦FT. CALC.'S IST FLOOR LIVING 1,460 $a FT. 2ND FLOOR LIVING 1.653 °S• FT. TOTAL LIVING 3JI3 80. FT• GARAGE j®3 $Q FT. ENTRY 112 COVERED LANAI WO 60, FT, TOTAL 4p68 60. FT. SHIM AND SECURE COUNTER TOP MATERIAL TO RADIUS CORNERS, SEE VARIES CABINETS. PLAN INSTALLER SHALL BRACKET 1 INSTALL FLAT BLOCKING BAR REINFORCING ELECTRICAL BOX 1 BRACKETS AS Q KITCHEN I'AllElf AT ENDS OF PARTITION NECESSARY. C 3BASE ax CABINET WALL m �7 2'X6'X35-1/4' i LOW WALL 2'X6' STUDS • IS, O.C. UY V2' DRYWALL ATYP. CABINET SECTION SCALE: NTs caraaart e10 a►coaa r10 LDAoa eaac ww o�oall� Fon a aELrolo Gwls OFem aGUNE naE EollFlrlwtwo 89MNI8 NDm FOOTAGE MIN. WINDOW 5 32b/-43b CRITERIA EXTERIOR SWING 24 5 3016/-3SA DR MIN. CRITERIA SAD. MRJ. 12 5 283/-353 CRITERIA 16010 O.H.D. 112 5 21.4/-333 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 24'-0 PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMILDAYEVH118 NOTE: NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 14b' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MMTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN 1y•112.lmm)GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN W115.%w) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V! INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.)302.1 0 0 ,_'iii�'°.,viii•°..00♦i:.0♦iiiiii!.O °:� ° �°'::• ::♦:I°I::V♦♦ ::I°�' M -M °..°I!° - I ♦1 GRIAT ROOM C a •� i Q ': A • �•® I ��lit - - - - ; .r FLAT UV CAP !:Lw 10 o /00 9 ri'ZQ>•� 0 ° i� �: -ATTIC• i .. -GAMGE 0� ° ma FIRST FLOOR PLAN SCALE: 1/4'-1'-0' t■ C I I T I C T• Gros l In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeaigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM26N FAX: 813888.2802 BUDDIV. 89 ILWDT SILVERADO LOT#8 BLK 13 PItOJTCCT# 03719.000— 08131 1[ODEI1 JORDYN GAIiAGS STUNG: LEFT PAGN: FIRST FLOOR PLAN 150 MPH EXP. C Jua 1 Dlurrr 07/07/20 SCALE: AS NOTED al== Al (2) LAYERS, OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SIJd FLOORMATERIAL RIPS FOR SECURE TREADS TO 6TRINum 3/4' TIC. MID FLOOR WNS) :D 3' SCRIM • EA GLUED 4 W44BLED STR INS It INTWREADED SHAW PER FASTENER TO ExISND DEYOND THICICESS SMEOILE IV'-8 3/4' OF Ma-PLOOR SHEATHING 2ND FIN. FLR. l- / A / 1 V-4' BRG. WIT. - T / / T PLot SYSTEM LR SSTEM 3/4' KKK / V MAX. PLATE / 2X HEADER 42' H. 1/2 NOSING 10• / OVER DOOR � MIN / 2-S POOR / ORAL STAIR DATA: / UNDER I STAIRS 15 �ADB / S T O R. 10'. V NOSING L Q / Nom. W U / � xl2 STRINGER I STAIRS RISERS TO CDtOR'1 TO A O! ' EDITION 2or1 MN TREAD•M MAX RI Wr.40 T. DEAD ION IN 9/4' 3M' MAX VARIATION IN WSEIW(TO 7N�Ap ADHESIVE• ACW OTHER MAX. I VARIATION IN ANY d Q / EA HORIZONTAL KIN RISERMINI AD HANDRAL O / 2X6 HEADER I CIICULAR CROSS SECTION CIA DE TO 1 3/4' aV4' O! v = m UNDER STAIR pE��InR0MN / I / 6' um • NARIKIW EHD MN II' / 2 X 4 RE-MFORGMG I WIDTH • D• FROM NARROW END 94' MN HANDRAIL HmNC INCs • EA 2 X Q STRINGER SECURE UMd 6'-S,• Or-0'-®' FIN. FLR A 2X4 IL uV I2X MASONRY NA4 P.T. NAILS 0 7X SLEEPER INTO &LAD WITHIN S' or EACH END, "IO'CMAX S'-®• I�.B• STAIR SECTION SCALE, 1/2' . p_0�1/2' . I'_®� THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2-1/4' NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I 1/44 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4•. EDGES SHALL NAVE A MINIMUM RADIUS OF 1/8'. AHANDRAIL SECTION SCALE,NTS NOTE: NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1%' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED PROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,bY12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN NI►'115.9nm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON T1 E ENCLOSED SIDE WITH V2 NCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 FLR am col r------------------ I I I I I I I I I I 4i i i�::°: i i° !l01 i°:!:!:°:°:�i:°:°:! 0 ice; OIL:•:°: i i i i• • O iih0 OI°ii°i:l: i°i i•:°:°:°101.!:!:°:°:°: i i°:•:°:•: i O OLIO ' as i o� �� •1� •i�7� F� ;' r .r•7 rt JI7 Ii �.• Ji7' � I��f��lF��tiJ•�llf��i � 1 �i :C � ol!o�o� :-'2:e•'d�.•';o__�.o'_�. Oslo! �:� !:::• ;o , ' !. K SECOND FLOOR PLAN SCALE, 1/4'.I'-C' A R C N I T R C T R GA6VOIE- LONGWOOD , FL 32750 PH: 407-7746078 FAX: 407-774�4078 www.abdoeigngroup.com Illim AA 5: 00033225 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813688.2828 FAX: 81311862502 stMDIV & LOT SILVERADO LOT##8 BLK 13 PROJECT# 03719.000-08131 MODEL4 JO RDYN GARAGE 8WWO: LEFT PAGE: SECOND FLOOR PLAN I50 MPH EXP. C AREA OF ATTIC = 2492 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIREDVENTILATION AREA = 2492/300 - 8.31 VENTILATION AREA X SQ. INCHES PER FT. 1144) = 1196.16 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1196.16 _ 598.08 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 598.08 /115 OTAL#OF VENTS REQUIRED = 5.2007 OTALNOF VENTS PROVIDED - 6 SO, IN SOFFITVENTILATION AREA = 11.736 UNEAL O NEALFOOT = S98.08 /11.736 OTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 50.9611 LINEALFTOF •AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALI, NO OVERHANGS I NCLUDED -PRE-EW4 ROOF TRUSSES BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1A(P* Oft SHEATHING •' WIDE STUCCO BAND - TYP. 12' Sa. CM COLLt'M W/ 1/8, STUCCO FINISH 8' WIDE STUCCO BAND - TYP. ,a« \� °44s CONCRETE SLAB/� ; AT PORCH \�Y//\\//\ /\/\ a, a �i�/ice%\lip � a •.. SEE FOWDATION FOR "a SIZE ADETAIL BCALE:I'.I'-0' WINDOW ♦ I ip DETAIL B SCALE: 1'• I'-®• HURRICANE STRAP. /—SEE FRAMING PLAN 9—� 9RG. HT. m a,-8' T.O.C. S 8' X 8' PRE -CAST LINTEL v —dim -v SHINGLE ,-DETAIL - ■■■ ■■■ ■■■ ■■■ � ■■■ ■■■ ■■■ ■■■- ■■■ 5 WIDE RAISED STUCCO 5'WIDE RAISED STUCCO BAND -I' PROJECTION www� ,� rw�aaw _ ' 115 — — — — — — _ . ' ■� ■■■ ■■■ I� 5* WIDE RAISED STUCCO0 RAJSED STUCCO 12' SOL CM BLOCK SIMMONS FOAM CAP 462-1 DETAIL D SCALE, I'• V-0' DETAIL E BCALE:1'.I'-0' GARAGE DOOR TYP. CAP t"NUINT hLhVA'l'IulN-H T OFF RIDGE VENT OFF RIDGE VENT a1Q- °" IW 4'� 8�,---- 10'-8 3/4' 2ND FLR HT.$—�--- ------ 9'-4'�, Bar----- ---- FIN. LFN R---- TEXTURED FINISH F-10 EliEll TEXTURED v FINISH00 TEXTURED EIEJ IFINISH TEXTURED 9 FINISH 0 i0 i0 REAR ELEVATION-H A N C N I T N C T i Grow inn 1441 IN RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SL34MS-2628 FAX: 813686-2602 IUBDIV. as LOT SILVERADO LOT#8 BLK 13 PROJECT* 03719.000-08131 MODEL: JO RDYN GARAGE OWING: LEFT PAGE: FRONT & REAR ELEV. H 150 MPH EXP. C VJU D 07/07/20 MICALE: AS NOTED a*== A3H A R C N I T R 61 OFF RIDGE VENT I'-0-4, S/ OFF RI� T TEXTURED FINISH -0' -- —'-- 4— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- — --- ----- 2N6 3/4' 2� ND FLR HT. 09'-4' TEXTURED TEXTURED i0 FINISH FINISH 0 iq -- -----'---------------'---- R --- --- ---� FINS - RIGHT ELEVATION-H(TEXTURED FINISH) 19'-4•i' ----------- BR's. H7. 10'-S 3/4'�, _ 6 2ND FLRFLR FITS— --- 9'-4'o FIN. 1= R4— LEFT ELEVATION-H (TEXTURED FINISH 19� STONE VENEER I rA�--.'- I FAX: 407-7744078 www.ebdesigngroup.wm AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 FAX: 819-8862802 aUDDM S. LOT SILVERADO LOT#8 BLK 13 PROJECT# 03719.000-08131 HODZU JORDYN GARAGE aMNO: LEFT PAGE: RIGHT & LEFT ELEV. H %.15k MPH jW. C JU DwT>c 07/07/20 8CALE: AS NOTED aFIEET A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e GBV OJILET 20 w "AMA POLE nBv cUILET IIOv OUTLET N O' OUTLET Up= To EMMrcw OR WV OUTLET EONPtP MWNID R" WMINN"M VAI M I R PEMWANT rrn) 220V OUTLET WOW OON WrM ON M a;ZMW MOQ OUTLET GMXM FAILT TNTNEEM•raR SWITCH EWTCw l4UAY OPEM 64 1 EWTCw 4-WAY OPER © LED CEILNa LII L ' V LIO RIY1Mi'® CEILNG L04T Oyfa VAPOR FNaa LRB+r Op mo=uwcm WALL aCONQ eVLO. PAN I Oh PER 06 FT. ~.PAN RMLIEHt co" MR *a FT. -* (OM Top BY NuUmm O ' 2-B1L6lRM Anew �{ r MAKw scow RJIOINCINT 4' 1IR40C Law C=1113 PANEL t'NTEIR (D SD. a,= DaTBrAR aejy!5j �.� rM I WALL MCNIIED vim DITaCTOR YTr. %4GKtI . IIL� ®N"m SAGO �� Copse Nwd� aY7I0D dk" w A DBTANCE Q NDT LE" TIl/ 4- Rmc)AIII LIOIR %4AAtAL OM Y2{ NDB IR WATERAlm re r �EveTm CCMMKR*n OMMINICT aTaLavaTw J4ac w0 Q J-BOc ro OR E *00, AOCOADANCE w 09 MAII M -1DI PM CaL•n Max gLMtl PANLIOwT rowACCOCAN-!PORTED N CE w O ruNM aD AI alcw Troll RAW LOW a•r. EEOE-Tr a MYRIAD f"0 Pa FlEw-BJTTON PM ORlE '-�'sr uM roan LOCATION OF TV JACK& 4 PHONE OUTLETS FAN& TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TI4 EDITION (20112 20 AMP DEDICATED LAUNDRY CIRCUIT. GPI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF Sm CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M60'T.4 FBCR &TH EDITION (201T). LAUNDRY ROOM RECEPTACLE 814ALL BE GROUND FAULT CIRCUIT-NTERRUPTBR PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL F'ROV18IONS OF FDCR 6TN ED (20114 ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ifl4 ED (2oU et I T AMPA aJJeI I we weT e_i-Te_n w_v BUILDER AND '1816 CF LIGHTING MUST BE ENER.^sY EFFICIENT TYPE PER FDLR 201T. 6fh EDITION EC-R404.1 LED LIGHTING @ SINGLE LAV. BATH r2 �O W LL I�DII I�D14 � I PRE -WIRE \\\ FOR \ CLG FAN 1 O I � BATH A. I I I I COED PRE -WIRE CLG FAN I \\ I 1 WP I ' cgI ! i % \\ JUNCTION / fl GREAT Room-----,, BOX UNDER \ COUNTER 1 I I —1 FOR DA J/ V PRE -WIRE FOR CAFE L L I r I CLG FAN i BA Y 3� 1 � \�---- DINING I - IXTURE KITCHEN OPT W I © I I I ` I PANTRY CFI• 1 "^"' i /ice ® 44'AFF. o CFI• / GF1B CHIMES ! IIFla 44'AFF. 44'AFF. I FOYER I II 1 ! ATTIC ACCESS W/ 77 I I \\,,�� I I SWITCH t L \LJ 44 4 I �- 1 I L-----i 1 I y-� CFI• \ it 1 --M 44'AFF. \i I \ GARAGE 'CFI CLG. OUTLET GPI CLC% CUTLET 1 \ \ OUTLET FOR \ IRRIGATION TIMER //m ROOM (� PRE -WIRE FOR Y / CLG FAN / rtn U�P I GFI P.D. FOR �w----CHIMES —� ENTRY ------I------- ------ /�� / PRE -WIRE / FOR COACH / LIGHT PRE -WIRE — -- — PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4'.I'-0' ELEC. FOR HOOD/ MICRO ASV. Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327E0 PH: 407-7748078 FAX: 407-7744078 www.abTleEigngroup.eom AA M: 0003328 DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. surcE Sooa TAMPA, FLORIDA 33634 PH: 613b66.2828 FAX: 9138862802 114 SILVERADO LOT#8 BLK 13 PROJECTd4 03719.000-08131 ![-DEL• JORDYN awRwoE sYrsrTa: LEFT 1150 AdE: 1ST FLOOR ELECTRICAL PLAN MPH EXP. C PtINT DwTZ., 07/07/20 acwLE: AS NOTED E1 DwTZ., 07/07/20 acwLE: AS NOTED E1 POWER COMPANY TRANSFORMER PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA W14EDME D0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3 2/0 CU. 1 04 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (FOR I -STORY CONDITIONS - CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) (FOR 2-STORY CONDITIONS - CONDUIT TO TERMINATE THROUGH EXTERIOR 2X4 WALL INTO FLOOR SYSTEM) COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN 200 AMP o NEMA 3R ENCLOSURE 1120/240 VOLT I PHASE MLO PANEL TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 200 AMP ELECTRICAL R15ER NOT TO SCALE. QENERAL NOTE& A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH EDITION (2011), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011) 5/8' DIA x 8 FT LONG COPPER CLAD GROUND ROD LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 3066 IMODEL 3066 SO, FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 9194 2 20AMP APPLIANCE CIRCUITAT ISM VA EA. 3,00( 1 LAUNDRY CIRCUIT AT i'soc 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12,00( 1 WATER HEATER 4,50( 1 DISHWASHER 1,2 1 CLOTHES DRYER 5,00( 1 DISPOSAL Soo 1 MICROWAVE 1,500 1 REF. 1,200 SUBTOTAL OF GENERAL LOAD 39598 FIRST 30 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT40% 29598 VA.X 0.4 11839.2 TOTAL NET GENERAL LOAD 21,93 4 TON HEAT PUMP #1 28AMP X 240 VA 6 10 KW ELECTRIC HEAT AT 65% 6500 N ET GEN ERAL LOAD 21,839 NETTOTAL HEAT 13220 TOTAL LOAD 35,059 FUTURE GROWTH 10 % 35D5.92 CALCULATED LOAD FOR SERVICE 38,565 VA/ 240 V= 160 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000VA @ 100%, REMAINDER @ 35% N ET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000@ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. 1 N C N I T N C T N Grown 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813-SM2628 FAX: 813eBB-2 MEN a. LOT: SILVERADO LOT#8 HLK 13 03719.000-08131 moDaz.: JORDYN QA1tAQZ aWWo: LEFT PALM: ELECTRICAL RISER, CALCULATIONS 150 PH E . C DAMS., 07/07/20 ECAXM AS NOTED a*== ko E1.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -{-y OEV OUTLET eo APP /RnL9 POLE OWV OUTLET UOV OUTLLT W CP aYM1ET WR✓m w awrycw 6N IIOV OUTLU Mmu- WNIEO m NT{IePT®l TTm) R4WTANr P7) 220V GUTLU T4) WR4 COWOCTM -R- Ili -tY dP off. wTall"ba CUU.ET owwND r.YLT NII�IW� EWTCH th BWTC 4 3-WAY OFER OUTC14 I 4-WAY OPER © LED CELLm WONT WAIL "oumm Llaw CEILNO LOW OVr VAPCN PRCCP Liam Op ==amcw WALL SOON= ra-ump ® vow PNV I pM P"em PT. "Lla PAN WLWNr I CPK PER arA PT. PI%114t{ TMEuL m.Y 4 9•eILS WeAP AROIPO mucomac NT 4' P-UOR4000W Q Q�� /�--e--o--�r GOC W TRACK LOW PANEL Im7m OSD. a%= wwwrae raT 1 I W LL MRMED 119pQ wTECTOK VTi. eafY.11r ®CAI 8/CO O pw c OTm yELFI��EE� N 8I le CO-wHlEctm WALL EE A DNTAv OF NOT TO/ 4' MAN 4LL PROANT LewT NAARAL a° oulm 011- TEL n JACK "TERHEATWe OEICONEN:T Aft COVOWNWO NO. TILEVMICN JACK co en.aN JO w M elrPVRrm N AC QWA'= W EON ,I.ppr MAZE® AD RM PM m x euPPCRIEo M CELNe PANLIEHT AZXOIOANCE W EOx KAw® As aueH Pale PLoao LIGHT CIR. aEL14ETY Q NEITAD PA mm-w rm POR awm • um PORT LOCATION OF TV JACKS 4 PHONE CUTLETS FANS TO BE vERP1ED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROCMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PECK &TH EDITION (20111 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) OISFAUASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM E>0IAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501A FBCR &TH EDITION 12011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL ISE NON METALLIC CABLE PER ELECTRICAL P'RCM610NO OF I ED FBCR bT (2on). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCK &TH ED (2011). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15TT. OF LKANTIIVG M18T BE ENERGY EFFICIENT TYPE PER FEL)R 2®11. bsh EDITION EC-R404J -- FLR BELOW I I I I I I I I I I ( 1 I I I m I I I Ell I I I --- I ;t W.I.C. UPSTAIRS 8D8M-- I I I SUITE LIVING I __ © I ( I II PRE -WIRE I ��'' Q FOR PRE -WIRE PRE -WIRE I GLG FAN FOR I FOR �y GLG FAN \ GLG FAN v —_`\�� ® SD `---- -- SD/CO qp \` \ ® � ' . LED LIGHTING DRYER �_ ® DOUBLE LAV. gp VENT BATH 3 ci n ,LL I LAUN. qp I \ BATH t•--------- / QXATH I 1 LH.TL�.Lb- r 'oI , L J ------------ BDO I\ EIDRM #4 ATTIC `•,� PREWIRE LED LIGHTING ACCESS — — — FOR ® DOUBLE LAV.UY CLG FAN OLLNER'8 BATH SWITCH 4 BDRM LKPHT I V I I I PRE-URRE FOR GLG FAN I I I I I I I I I I I I I I I FLR BELOW I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4'•I'-C' 1 41 N. KVNALV KCZ" OLYV. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngroup.eom AA M: 0003325 IF DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1OD4 TAMPA, FLORIDA 33634 PH: 8138862828 FAX: 813-SM2802 �IIINII�I' BVHDm aE T.OT: SILVERADO LOT#8 BLK 13 FPROJECT# 03719.000-08131 HODElt JORDYN GARAGE SwiNO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. C p � D07/07/20 DCAU& AS NOTED SHEET E2 FIRST FLOOR PLUMBING PLAN ; nBi SHOD I I/2• SCALE: 1/4 . 1'-V* ILAVI I �av I I I I I I L---------FLR BELOW—__—_—_---J y IIn' VTR SECOND FLOOR PLUMBING PLAN PRE -PLUMB SCALE: 1/4 • 1'-V 1• J L.T. 1 1/2' i �I I/T' � �124> � � i we 1 1/2• 't.LAV wC I LAV KITCHEN SINK W/ AUTO VENT NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. TO AIN 4 'S' TYPE ARE PROHIBITED. PLUMBING RISER A R C N I T N C T R 5 G A VulYw. n LONGWOOD, FL 32780 -- PH: 407-77443078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 1 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: =886.2828 FAX: 81388&2802go amnnn� SILMDiv. S. L:OT SILVERADO LOT#8 BLK 13 PROJECT# 103719.000-08131 MODEI., JORDYN GARAGE OWDIG: LEFT PAGE: PLUMBING PLAN 150 MPH E . C A N C N I T N B T i HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER MECHANICAL PROVISIONS OF THE F5CR 6TH EDITION (20I1). 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3J 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. META- OR OTHER MATERIALS AS PER MECHANICAL PROVISIONS OF THE PBCR 6TH EDITION (2011) 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE MECHANICAL PROVISIONS OF FBCR 6TH EDITION (2011) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, WAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE W/ MECHANICAL PROVISIONS OF THE POOR 6TH EDITION (2011) S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE OAMPER'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 MECHANICAL PROVISIONS OF THE P1WR 6TH EDITION (2011) 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCNG DAMPERS. 11. DRYER BOOSTER TO DE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. SECURE STRAP TO A/C CONC. W/ SIMPSON W5 UNIT (2)-3/16' x 2' ROLL STRAP TAP -CONS OR EQUAL TOP OF SLAB AT OR ABV. FF.E. Cow — SLAB SECURE STRAP TO UNIT W/ (2) 99od 1/4' SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LNEe RETURN TRUNK l BALANCING DAMPER OR 050 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L1044T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SEE SPEC. P-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPE BDRM #2#2 II �I II UI GARAGE GREAT ROOM 14x11 x 12' S/A 3 FROM ABovE ��ll ------------- I I I I I I COVERED LANAI I I I I I I I I KITCHEN I i � II i I CAFE e I II® II e II � I � I i x 8 0x10 01 L 4 � 8x4 0' $/A LP�PAlNTRY FROM ABOVE 5 l O II v x � II x II FOYER II FLEX ROOM II II II _ n ALLL H AVAC TO HAVE PROPER it I ENTRY ENTRY PANS W/ DRAINS I ATTIC I ------ --------------- CEILING SCORATEO NICKEL FIN. FLOOR O O EXTERIOR WALL BRONZE FL. PL. OR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINER BRASS PLUG y AIR HANDLER EXTERIOR WALL FITTING OR EXTENSION TO El y 3/4' PVC CONDENSATE DRAIN LINE SOIL OR WASTE AS REQUIRED EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB WADE 8240-K JOSAM 560M T REFRIGERANT LINES TO INSIDE SERIES NICKEL BRASS TOP PLAN RETURN CONDENSING UNIT CAULK P.V.0 OPTI/SPEC FIRST FLOOR TRAP DRAIN LINE AND TERMINATE IN AN APCAL P DRAIN, S PER MECHANICAL PROVISIONS OF THE INN. E MECHANICAL PLAN F5CR 6TH EDITION (2011) SI PLAN WALE, 1/4'.I'-0' HVAC DRAINS (I)FLOOR SLAB CLEAN -OUT (TYPN Grou i In c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeW"oup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134W2828 FAX: 813.888-2802 >lumviV. a. LOT SILVERADO LOT#8 BLK 13 [PROJZCT# 03719.000-08131 MODEM& JORDYN GwRAGIC BWMCI: LEFT PACK: FIRST FLOOR MECHANICAL PLAN 11, 150 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING PER MFG. REQUIREMENTS. 2.. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER MECHANICAL PROVISIONS OF THE POOR 6TH EDITION (2011). 3. ALL FLEX DUCTS 814ALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET B. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER MECHANICAL PROVISIONS OF THE FBCR 6TH EDITION (2011) 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE MECHANICAL PROVISIONS OF MOR 6TH EDITION (2011) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE W/ MECHANICAL PROVISIONS OF THE POOR 6TH EDITION (2011) 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND MECHANICAL PROVISIONS OF THE PBCR 6TH EDITION (2011) 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TFAW l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR ® THERMOSTAT CSJ PASS-THRU AIR GRILL FLR BELOW r------------------- I I I I I i I 1 I I I I I I I I I 1 I i I f I I I I I I I FLR BELOW �-------------------------J SECOND FLOOR MECHANICAL PLAN SCALE, 1/4'•I'-0' 1 N C N I T E C T I 6 Gr 11n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134IM2628 FAX: 813886.2SO2 annnm� SILVERADO LOT#8 BLK 13 PROJECT* 03719.000-08131 MODEU JO RDYN GARAGE 8WING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. C 2X4 TOP PLATE eER ELM J. PLAN Y PRE-FAB TRUSS W- CLCa. BOARD V2' DRT UALL • — T'h- 2X4 WOOD STUDS 024' O.G. SLAB FIN. FLR TIONS SUPPORTING HUNG PLUMBING @ES 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.G. (2)TYP. INT. WALL ( NON— BRG. ) 21 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER E30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.BB, SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 TYP. ELEVATIONS OR VENTED SOFFIT S/S' GYPSUM B: OR in, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL -�—R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES � SPECIFICATIONS, r /—REFERENCE STRUCTURAL FIBERGLASS SHINGLES OVER EB0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSD5U.1 ON O.B$. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TOM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT AND 9M Mum ► P`O IUMA FOR sY LE! e Ec IQ! —1ucauEarg- Nm ,xo eew GAS LINE THRU BLOCK D 1 —.,— FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Ram.1.1 ON a' O.Sa SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS vapr OT@L �oM6RAI DOOR R!a Wr MAP TEmcx ST QTHm FA NW TRACK DRACKM mom NEDOaCT APFIEov4L laa s GARAGE DOOR JAMBS D1 SCALE:II/2'EI'-0' 2x BLOCKING BETWEEN TFW86ES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS I m TYP. PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIDEF43LA65 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PR)DUCT, INSTALLED PER SECTION R905.1.1 ON j' Ot.B. SHEATHING OR }' COX PLYWOOD SECURED PER m, FASTENER SCHEDULE TYP. MTL. DRIP EDGE 011. 2x FASCIA PER ELEVATIONS, VENTED SOFFIT PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/U' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRT Ix2 P.T. FURRING - STRUCTURAL STRIPS • 24' O.C. I/2' THICK, 2 COAT PORTLAND -IK2 P.T. PURRING 14 S' CMU CEMENT PLASTER APPLIED * •50. 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COLA AT 1/2' GYP. WL.STRIPS El B CEMENT PLASTER APPLIED V2' GYP. WL. BD. PORTLAND CEMENT CMU DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLRI� _ — 0'-0' FIN. FLR 0'-0' FIN FILM _ 0'-0' FIN. FLR 'a ; . a Mu c `a .: e a ;. n W/ WINDOW OPENING ,, 1 TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF LETH , (I)I—STORY HIP BLOCK WALL (2)SLLAYEROPES2:12 UNDTOERLAYMENTSS AN 4SY:12STAEM 1 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 11, ASTM D 4865 TYPE IV, OR ASTM D 6151 n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING (:j11—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.I'-C' A It C N I T N C Ti GrDu iMn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-1744107. FAX: 407-7744078 www.abdesigngmp.com AA 8: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 818486.2628 FAX: 8134IM2802 go BII11111117 BLIHDIV. Ae LOT. SILVERADO LOT#8 BLK 13 PI OJZCT* 03719, 000— 08131 1gODEL: JORDYN GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. C FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 90 FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R505.1.1 PER SECTION RSM.1.1 ON I' O.S.B. SHEATHING ON J' 0.6U6. SHEATHING OR k CDX PLYWOOD OR J' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. EP R PRE-ENG W--- D. TRUSS 24' O.C. MAX -'LEV TION 24' O.C. MAX METAL DRIP E METAL DRIP EDGES BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER—/ 2x FASCIA PER m' ELEVATIONS OA 5/8' GYPSUM BOARD ELEVATIONS TYR OR 1/2' HIGH STRENGTH C XI. BOARD VENTED—/ VENTED 80FFIT Ix2 FIRE -STOP SOFFIT / J -4.1 INSUL. REFERENCE REFERENCE I STRUCTURAL STRUCTURAL w Uw1 LL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4• T 4 G SUBFLOOR I/2' THICK 2 COAT E F GLUED t SECURED 1/2' THICK 2 COAT AS PER NAILINGCZMENT PORTLAND CEMENT a SCHEDULE ON SHEET PORTLAND APPLIED PLASTER APPLIED J DIRECTLY TO w DIRECTLY TO MASONRY MASONRY R DO FIRE -STOP LEVATION IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL R L Y TION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD — — —4,PERLE 'L VA ION DO FIRE -STOP IX2 FIRE -STOP R-4.IINSUL. w Ix WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL I/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRY' PORTLAND CEMENT DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED DIRECTLY TO MASONRY S'CMU MASONRY 1/2' GYP. WL. BD. DO FIRE -STOP_ 13.1 M // I IX2 FIRE -STOP OA w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP 'R-4.1 INSUL. W (C 3/4' T t G SUBFLOOR GLUED 4SECURED AS PER NAILING SCHEDULE ON SHEET SNI. R L VATION f4,PER LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.1 INSU-. Ix2 P.T. FURRING STRIPS • 24' O.G. S' CMU 1/2, GYP. WL. BD. WOOD BASE - d L L n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-O' A N C N I T N C T 11 LONGWOOO, FL 32790 PH: 407-714.8078 FAX: 407-7744078 www.abde*Ig:goep.00m AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 FPAHX; ; 83282 11111111111 01111111111 SUBDIV. & LOT: SILVERADO LOT#8 BLK 13 PiiOJECT# 03719.000-08131 HODEIa JORDYN GARAGE BwING: LEFT PAGE: DETAILS 150 MPH EXP. C D 07/07/20 SCALE: AS NOTED ISMET D2 im 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (U V2' X 8' J-DOLT UV 4' MIK EMBED:IEW W/ 2' X 2' X I/6' WASHER 4 NUT OR RV (2) VY X S' ANCHOR DOLTS UV 2' X 2' X V8' IIV48VIER NUT f8 SECURE 2x4 ON FLAT TO OLK m UV MAbMW NAILS. 2. GARAGE MUCK WCURED W/ (6) 102' X 8' J-DOLT OR ANCHOR ® DOLTS, aV 4' MML EMDEDFENT, UV 2- X 2' X IW VI48HER 4 NUT. (U WITHN 8' OF TOF; (1) WITHIN S' OF T1 E DTI. (3)EVENLY SPACED. IB 00 m NOTES, ALL ANCHORS SMALL DE N ACCORDANCE TO MNitACTURER'S MI6TALLATION INSTRUCTION5 WERE aUP14 *ATN=Tk2A ARE MORE STRNGENT GARAGE DOOR BUCK ATTACHMENT 8' CM2U )S' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I V INTO BLOCK UY %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDO) ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 A OR +5/4 11D=w TO BLACK +3 4 OR +5 4 SCALE: N.T . 2X4, m SECURE TO BLOCK W/ *a' TAPCONO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2Xb,m SECURE TO BLOCK WK2) )W TAPCONS (MIL SHANK SIZE 145 MIN. HEAD SIZE 3C0 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 IB' 8• CMU OlC. MAX SPACING V DRYWALL 2XS.- � ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/(2) OOR CASING V&' TAPCONB (MIK SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. DOOR JAMB OR WINDOW EMBEDMENT 04J WITHIN TTAC 4 TO 2X PER 8' OF EACH END 4 IS' MANUFACTURES DETAILS. O.C. MAX SPACING. 2X44m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL i(a' IV TAPCONS (MIN. SHANK TAPCON MIN. 1-)4- SIZE .145 MR HEAD SIZE EMBEDMENT INTO BLOCK 300 MIN, EMBEDMENT 1 AV ��n ,,,��. CMU WITHIN 8' OF EACH END 4 'I I7 �, DRYWALL 18' O.C. MAX SPACING. Ifff--IIIIAAAW/`" rl'X4' OR I'X2' P.T. NAILER 2X&, Li SECURE TO BLOCK W92) 36' O.S.B. X 4' MIN. 2 4,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE DOOR CASING 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +1-15/If B CK +1- 5 6 C SCALE,KTA. 2X4:m SECURE TO BLOCK W/ i(4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST 15E ON OUTSIDE 4 2>%4 8ECURED THROUGH SECURE TO BLOCK WV(2) NON-STRUCTURAL I)(a' TAPCONS (MIN. TAPCON M45 SSHANKSMIN. EMBEDMENT T O BLOCK HEAD SIZE 300 MIN. EMBEDMENT 0,9 WITHIN 8, CM 8' OF EACH END 4 18'' DRYWALL O.C. MAX SPACING. 2>0m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/(2) CASING i4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -00 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 1 4" (� 1FMDON TO BLACK +1-1 in1 TILNDOW TO I CK +2 IX " SCALE: N.T.S. = SCALE,. N.T.O. 2X4m SECURE TO 15LOC K W/ I)b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL 4)(r' %' TAPCONS (MIN. SHANK TAPCON MIN. 1-Y4 SIZE .145 MIN. HEAD SIZE EMBEDMENT INTO BLOCK 300 ,cm MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 •X4' OR VXI' P.T. NAILER IV O.G. MAX SPACING. 2X8428n SECURE TO BLOCK WK2) %' TAPCONS (MIN. SHANK DOOR CASING SIZE J45 MIN. HEAD SIZE 300 MREMBEDMIENT 1 )4) WITHIN W OF EACH END 4 DOOR JAMB OR WMmOW 18' O.C. MAX SPACNG ATTACH TO 2X PER MANUFACTURES DETAILS. 110,a� 4„M Y NOOW iO1Wf JNf 1pO M0r axC®X'! DOOR JAMB TO BLACK +3" E JUDOW TO BLOCK +3" ALE, KT . 2X4= SECURE TO BLOCK W/ I)(a' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENTI49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2Xb,m4 SECURE TO BLOCK W/(2) %- TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN B' OF EACH END 4 18' Or- MAX 8PACING. 2X&, SECURE TO BLOCK W/(2) V TAPCONB(MIR SHANK SIZE J45 MIN. HEAD SIZE 30C MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 1/ NOTE, SHIM AS NEEDED NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL I&- TAPCON MIN. 1-4- EMBEDMENT INTO BLOCK 8' cm ❑ K' DRYWALL VX4' OR I'X2' P.T. NAILER ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN V OF EACH END 4 b' TO B' O.G. MAX CASING DOOR JAMB OR WINDOW TTACH TO 2X PER MANUFACTURES DETAILS. TO PLUMB JAMB (DO NOT EXCEEDY,') DOOR JAMB TO BLOCK +3' + " F' SCALE, KT . 2X4= SECURE TO BLOCK W//4' TAPCOWMIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OP EACH END 4 NOTE; STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2Xb,m NON-STRUCTURAL j(a' SECURE TO BLOCK W/(2) TAPCON MIN. 1-Y4 1/4' TAPCONS(MIN. SHANK EMBEDMENT INTO BLOCK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 8, CMU Y49 WITHIN 8' OF EACH .0 END 4 18' O.G. MAX SPACING. I'X4. OR I'X2' P.T. NAILER 2XS4 ❑ SECURE TO BLOCK W/(2) Y&' 0.6.5. X 4' MR 1/4' TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE DOOR CASING 300 MIN. EMBEDMENT I T ) WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. rwla,4 M NBWW W FL" JAW aw xm oowoi'! DOOR JAMB TO BLOCK +3-7/16" MDON TO BLACK +3-7/16" E, N.T.S. 2X4= SECURE TO BLOCK "#4" TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14 ) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2Xbm NON-STRUCTURAL SECURE TO BLOCK WK2) TAPCON MIN. I-Yi 1/4' TAPCONS (MIN. EMBEDMENT INTO BLOCK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' qmi V OF EACH END 4 18' )S' DRYWALL O.C. MAX SPACING. a I'X4' OR VX2' P.T. NAILER 2XD4 SECURE TO BLOCK W/(2) P.T. X 4' MR 4" 1/4' TAPCONB (MIN. SHANK I I !-DER CASING SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN 8- OF EACH END 4 My—ATTACH OOR JAMB OR WINDOW IS' OJC, MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" /v1 I/DJDON TO BLO K +3 /4" as SCALE, N.T . A RCM IT ECT8\ 6 GrouPI. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: V4186.2628 FAX: 813-886.2802 737 BUDDIV. & LCO SILVERADO LOT#8 BLK 13 PrtoincT/4 103719.000-08131 MODarr JORDYN OARAO$ STUNG: LEFT PROM: DETAILS 150 MPH EXP. C P OW 0 20 8CA=: AS NOTED a*mw D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL 12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 F8CR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/17/2020 ARCR IT10TS` 6 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngroup.corn AA 0: OD03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138862802 BVHDZv. ae L+OT SILVERADO LOT#8 BLK 13 PROJECT# 03719.000-08131 HODELs JORDYN OARAGE OWWO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. C 10 P DW 07/07, aCA=: AS NOTED alfEET D4 PIE IOR'ED CONTROL. JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH . 6' Or— MAX (VERTA mom, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST& BEYOND EXCEPT STALES UV Ili' LEG MAY BE USED TO TEMP. BECU N CONTROLJOINT DURING INSTALLATION PASTENERS TO ISE SPACED-7 . 1' O.C. MAX VERTICALLY / w J' AWER3 COAT CEMENT WM LAYER 4, PDRTNRBER BUILDING PAPER APPROVED METAL LATH FASTED .T' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER R. STUCCO WRAP WOOD SIE,ATHING BE STOPPED AND TIED AT EACH 81D@. PROVIDE 2X4 BLOCKNG PER ASTM CW&S PLAOED FLAT MAX. 6' To e• T IBJA FROM CONTROL JOINT WHEN \ CONTROL JOINT PALLS ON R L FASTENERS FOR LATH TO ISESTRESS INCQIPLIANCE W' ASTMLCIOi3 STRUCTURAL STilp 2. WIRE TIES TO W (NO. 16) 040416' WIRE I BLOCKING SHOWN MAY BE IN ADDIT \ TO WALL STIRS REQUIRED PIER PLAN / Ol F0.D alal0 . R. A O I L A b e.Ml. 1 CR1AM . Pr. 6 i CMIAW . R. C OLPGW ORWO . Mr.A 2. C.4n0 R.S TOLD .Y • ® LI'0.D aiWO.R.A i ef�Ar . R.6 i CMIAW R. C A. F0.D R. C &AR R. 0 TILL R. C YOLK*" '°boon LANs° IV O EOTICM AAMME ~� wTBe Thar ORAL MOLD. pd IRO aa. .Y) tN,B..rn1oN.MTALL KIDKW AT NOT" M ROOF 4 IJP_T8L APPROVED BUILDING YRRA SHALL BE LAPPED A MINIMUM OF 6' . VERTICAL LAPS (ROLL ENDS) A 6' . HORIZONTAL LAPS. ALL SEM76 NEED TO DE TAPED WITH PORTIBBR ONUTHNG TAPE / r r.a Ix. rcrAt LATH \ LATH VERTICAL LAP TO W V WM' SELF -ADHERING M81•BRArE RASNNG MAL)ATIBLE UY FIOU6E 7\ WRAP MATERIAL) OVER \ APPROVED MOM WRA. I. OR LESS PIPE PENETRATION 11 k�� FLASH DIEIIN NE FLASHING (C01TATBILE W1 MOM WRAP MATERIAL) OVER 4'.4' SELF-ADHERNG MB'1EiRANE PLASHING OVER APPROVED HOUSE WRAP. PLA6FIN6 TO a}END ONTO Fg.E n non CUT AND OVERLAP O1ST SIDE Q I METAL LATH S@LF-ADHERNG MEMBIRANB PLASHING CUT AND OVERLAP ONE SIDE OF STEP 01 STEP 02. FLASHING M®•b1iA1•E UM LATER -1. r TMKK 3 COAT CEMENT STUCCO WRAP I PLASTER STUCCO LAYER 9, STU PETAL LATH SCCO WRAP, URD LAYER -2, FORTRBER / I U M LAYER % PORTINBER UAi LAYER •2, FORTPIBBR BUILDING PAPER BUILDING PAPER \ BUILDING PAPER / I METAL LATH UPS LAYER -1, \ _ / STUCCO WRAP %'anti' SELF -ADHERING MBNDRN-E PLASHING OVER 4'A4' . I�//__8W-AOMEMNSMBMlSftANlSjj� INSTALL FASTENERS (CLIPS, PLA6HNG OVER APPROVED WOOD SHEATHING STRAP%, STALES) A& URAP• REODUED TO SECURE PLASNtitl TO E)[TlND ONTO FAR! l \ ( PIPE/ WIRE TO RRAMINS a .A. .un ._entrnee,e M.es�eu. ® KICKOUT DETAIL wTBR TI.HT ORAL (aBO OR .OLm ea rn. art, A r Mw LATw LAoKi LL IX MOM, SIDE LAP% OF METAL PIASTER BASES SHALL BE SECURED TO PRAMING MEMBERS, THEY SMALL BE TIED BETWEEN SUPPORTS WITH VA6416-SL (121-MM) WIRE AT INTERVALS NOT MOTE THAN S' (226-MMA AS PER AST" CW63 TAL FOR REPAIR OF TEARS N Oft LAYERS. TEARS MAY BE PATC4 SO WA40M WRAP TAPE PER MANIP. &PSG OR PEEL A STICK W70D 6TUC O EAT14M %TUCCO LAI. a PAI'[R 1t (0 Z4 V401I: e 1' 6 WOOD SHEATHING OR CM WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' 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 J 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. N.T.S. lLASHUJG TO EXTEND ONTO MPE Ili' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSIWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELA6TCM MC COATING OVER STUCCO/ C.V. PHSH (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 Exledor use of poNand esmerd plaster shell—ply.iN fie eppl-tion npui—.M.f ASTM C 92&12A. Installation of ext dor la" and fmmVg ehNl comply with ASTM C 108&12A. LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ----- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHE511/E FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-54-1-01b, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A RON I T! C T i 6 GW2010 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774E078 FAX: 407-774.4078 www.abdeeigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 819.888.2628 FAX: 813E862802 >:VHDrv. k EAT: SILVERADO LOT#8 BLK 13 P3od=T# 03719.000-08131 HOaffiL- JORDYN DARADffi STIMO: LEFT PADS: WALL ASSEMBLY DETAILS 150 MPH EXP. C BACKER ROD BACKER ROD WRB LAYER 1, a7 r. n uIR,AP INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES, 3„TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,V CA' KING • JOINT ALL AROUND PER SECTION R703.7 Exterior IathkV and plaaiering Exterior use of ponland 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, 3 COAT CEMENT j, PLASTER METAL LATH UM LAYER @, FORrIFISM BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 81 EATW NG UM LAYER 1, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER WOOD — O"TUCTION _METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND J6' TO If' MID -WALL ,gem arsemn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) - 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 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRIB LAYER 02, FORTIP15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER 'CUICK WOOD FRAMED PLASH. \ — — — WALL HORIZONTAL WEEP SCREED WWAL�LT"RO1K'H (FRAME TO FRAME I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. 6PECS0 BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — "^' '7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 WRB LAYER 1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTER BOX, APPLY TO FAI EDGE APPLY E-Z BEAT OVER CPO MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #i STEP #3 WOOD SHEATHING LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH CON8TRICTWIN ' ,Y�FAISH •TEXT eD FASTEN TO WOW STRUCTURAL MEMBER • 1' O.G MAX S' CMI i V TO x, M 12-„ l uSSeEP SCIaSED 6' WIDE STRIP SELF ADHESIVE K A6111N0,, CLEAN :a MASONRY BEFORE APPLYING V FRUSN a MASONRY (�OHORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' U1RB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEF #2 U1RB LAYER 1, STUCCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP WRB LAYER 112, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE IRCNITRCTR Groin gn tao 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 IF DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: S1881W2802 tlTTHDIV. Ae LOT. SILVERADO LOT#8 BLK 13 PROJECT* 03719.000-08131 MODEL: JORDYN GARAGE 8VfMCF: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. C D 07/07, 9CALE: M NOTED SIIEET WA2 WOOD SHE WOOD CONSTRUCTION %' HAT CHANNEL WW/W TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9,- STUCCO WRAP i' THICK 3 COAT CI PLASTER WRB LAYER'(, STUCCO WRAP WPM LAYER 82, FORTIFIBER BUILDING PAPER i' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAM lioceo �ICaFn 6' SELF-ADHEREING F LAS14WA WRAPPED ` • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 'I. STUCCO WRAP , y; 11 WRB LAYER 4, FORTIF en I BUILDING PAPER ",- • L 6' SELF-ADHEREINCs WRS LAYER 01 J FLASHING WRAPPED STUCCO WRAP ,�v J • CORNER OF CANTILEVER �� 4' POBITIYE DRAM AMICO AM" FIUC-TS® I 12n, E W..8111- CUSTOM CASING BEAD l WES_ — — NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. ® CANT. SCALE, 1 I/ -P-0' NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-841-013, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 01 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL FBARRIER 02 I 1' THICK 3 COAT CEMENT VINYL CORNER BEAD4' POSITIVE DRAIN II IFRPWIME PfVINYL CASING BEAD IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTUlED 4 PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON RESISTIVE I RESISTIVE 4 YIIY L (.YCIK1 CGOL.J� W i PLAHSTER ICK COAT CEMENT 5/8' TYPE 'X' DRYWALL s METAL LATH W/TEXTURED 4 PAINTED WDOD SHEATHING FINISH i' THICK, 3 COAT CEMENT HEADER/6EAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE BRAN WEEP SCREED VINYL CASING BEAD NO GAP KPIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION E)M WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER'( WEATHER RESISTIVE. BARRIER 4 J' THICK 3 COAT CEMEN7 PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL i' THICK 3 COAT CEME PLASTER VINYL CORNER BEAD L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - FINISH LAYER l2 LAYER PEEL 4 bl` GU 6' PEEL 4 STICK • DRIP EDGE TO DECK I K'XI 3Yi P.T. OR SIMULATED WOOD (TREX) FILLERR, / CONTINUOUS WATER PROOFING lot , LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK, Y: GAP FOR SACKER ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL S/D' TYPE 'X' DRYWALL &TEXTURED 4 PAINTED FINISH ;' THICK 3 COAT CEMEN PLASTER VINYL CORNER BEAD. VINYL CASING BEAD — 3' X 3' 26 GA CsALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )F MIN. SPACE FROM DRIP FACE TO TREX Y♦' GAP FOR BACKER ROD 4 SEALANT VINYL CAGNO BEAD WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE �aa BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, & MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING Wet LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING i' O.C. MAX. N WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER C4A CORNER BEAD � FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING 0 1' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK COLUMN 6HEATHMG (WEATHER RESISTIVE BAW\ER 01 WEAKER RESISTIVE BARRIER Q 6' SAF. \ PEEL 4 STICK 11Fj'x3• 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA. GAILY. METAL DRIP EDGE Ya GAP FOR SACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT.)V MIN. SPACE FROM DRIP VINYL CASING BEAD FACE TO TREX lot WATER PROOFING LAYER (2 LAYER PEEL 4 STICK) 7PEEL4 STI SUB FLOOR - WOOD SHEATHING UIRB LAYER'(, STUCCO WRAP WEATHER RESISTIVE BAWER'1 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING 6' SAF i N4'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF WOOD (TREX) FILLER CONTINUOUS `" aow. 1,q -' SPACE FIROT1 DRIP FACE TO TREX Ys' GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING lot MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL FETAL LATH W/TEXTURED 4 PAINTED Wppp SHEATHING FINISH J' THICK 3 COAT CEMENT 4' POSITIVE BRAN DEEP SCREED PLASTER GAP M FIELD YMYL CORNER DEAD -dQ (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W /"T." FT.AF;T-TTNC_1 WRB LAYER 02, FORTIFIBER BUILDING PAPER--� METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE WRB LAY( BUILDING METAL L4 }' THICK, PLASTER C6'SELF-, FLASHINW DRIP C WINDOW . 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) CLARITY) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER A N C N I T N C T I 6 Gr000ign m r LONGWOOD, FL j PH: 407-7746078 FAX: 401-7744078 www.abdesigngroup.e AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX:8136862802 �IIIIIIINI �oeeee . OLTHDIV. &. LOT SILVERADO LOT#8 BLK 13 PROJEOTAF 03719.000-08131 MODEL: JORDYN GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C WOOD SHEATHING _ WRB LAYER'I, — STUCCO WRAP WRB LAYER 4, FC BUILDING PAPER METAL LATH —� THICK 3 COAT CEMENT PLASTER (P'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED y,. GAP n.P j' THICK, 3 COAT CEMENT CASING BEAD PLASTER 1X TRIM MEMBER TO TRIM METAL LATH A STUCCO TO TRANSITION WRD LAYER 02, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING SIDING WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIF15ER 01, LAYER P e� LAYER STUCCO sruccOwRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT FLASHING OR PEEL t STICK PLASTER SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WRB LAYER 4, FORTIFIBER BUILDING PAPER—P::, METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD C� WINDOW 15 C C FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING WOOD O"TRIOTION xrcro WEATHER RESISTIVE BARRIER 4 WEATHER RE6I6TWE — BARRIER 7 !1(F' ?I"LLA GIC'm W OW--ADNERINGPLASMING — STARTER STRIP SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1-4 \`� 6�'Z� FIERIN6 , UEATNER REa6TIVE ISARR IR WEATHER 11E616TIVE .. BARINNUIlt v APHERINS q R.ASHINW&ELF7 GALV'D METAL 'r FLASHING it NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-OS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, .^' ` b STUCCO WRAP WiOODO ATNRY aSTIVE� eNATHER INSTIVE � WEAR� IWId WRB LAYER 01, FORTIF15ER XxTIEVEAlA1'""o— BUILDING PAPERFLASHING --ADFERING--� METAL LATH &TARTERSMf- (EXPLODED W THICK, 3 COAT CEMENT VIEW FOR PLASTER Z' TtA,&NMG 'Z'PL 4WINM CLARITY) U`Tn�i'T�"TrW R---� CASING BEAD 0D RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2' E l'-O' FFLA�&HM6 HEIR - DER WEATHER DAMER I \j THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH r a WINDOW FRAME _�.._._.._._. WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER al, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY -AOHERMG WEATHER RE616TNE BARRIER 9 TO LAP W MIN. ABOVE TOP OF 'r FLASHING WER 14E61671VE BlAp"ItIERL WEATHER RESISTIVE BARRIER a RESISTIVE I SIDING TO STUCCO \--WEATHERRE6ISTIVE ® FRAME TO FRAME BARKER TRANSITION 1 a7 ,V4' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD f��PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIP15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ;I BUILDING FLANGE 4 BUILDING WRAP WRAP � EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — lGroup, 6 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde*Wngmp.com AA is 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.262E FAX: 813886-2802 stmDrv. Ae ZIOT: SILVERADO LOT#8 BLK 13 PROJECT* 03719.000— 08131 MODEtt JORDYN GARAGE BITTING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C A R B N I T E 0 T ON TEMPORARN.Y FOLD -UP N lRam CUR HOLISM P HOUIEURAP OOR TUCK FLAP WDER1 AT 45'ANGLE M HEAD MODPIEo T CUT T,Iy,T' IN WON~ * ALIGN M-"W G I4 W. EDGE OP SILL RO. LM OF uA1DOY opIlINING FOLD WOW~ IN AT JAMW A SILL PAbnNPECMW6CI#= FANNED \ . OCAP BOMA � NAILS, NAILS, 6TAPLt[M APPROVED H0USt88IM OMR 6IATHNG OVER ID STUD WALL OLOSILL RO. TO E1fTERxR PE _ INlIV FLEX~ THE FLASNNG AT TFE TILL STEP 1 STEP 2 STEP 3 IOTA" S' VIV-AD/iplG FLAOHM OVER YOM HEAD FLAOHOIG OATH END BEYOND JAMS FLASHING INSTALL VINYL CAP MKTBD FLASHING MN F ElLOW SILL R.EXR" FLASHING 0o NOT of eorroM PN -00m0=0 STEP 7 ADE ADHESIVE OnSLE R.AMIIM VER DRP CAP ECTO-WRAP E41WV1 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS M L IT MM M CONTACTOM MEIPONSIOILTY TO VERPT' M CCMPATUOILITY OP ALL PRODUCTS NGJDNG HOIINRA , OEALANTS N OELF-ADMIRING PLANING MATEIEAL6 UN D DUJRNG CONSTRICTION. 7. INSTALL ALL MATEIRIAL6 14R MMMPACIUIIRD WRITTEN GIRKWICATI" WMbWk eEALANf6 MAY REACT ADYMMLY P NOT ATNkX C—LEAN AND SEAL JAMB TO SILL JOINTS WITH DOA 1198 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR 60IEFE GWOUN SHALL BE IMPLEI'ENTED AT ALL UXNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW T1 E WHOM OPENMG IbQm SEAL INTERIOR PERIMETER OF uXNDau WITH SEALANT Wnaeldn FAX: 407-774-4078 www.ebdealgngroup.com AA 0: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813S9&2802 @nnnm OUBDIV. de LOT: SILVERADO LOT#8 BLK 13 PROJECT* 103719.000-08131 MODELe JORDYN GARAGE Bf/ING: LEFT PAGE: WALL ASSEMBL DETAILS 150 MPH EXP. C JJ L I D = 07/07/20 8CALE: M NOTED >9HEET WA5 7 71 --� z----- -- -- ...... ../. J _� ! , 2x6 SUB'BANb i ; W/I'x4' NOTCH r END, WRAPPED IN / PEEL 4 STICK r I I' DRIP EDGE 1/5' TEXTURED I \\ FINISH ® WOOD I \ 1/2' TEXTURED \ FINISH 0 CMU \\ \\ METAL FASCIA \ % WRAP Yo' FROM \ \ \ STUCCO, I' FROM \ `� - `• �, I WOOD WALL \ \ EXTERIOR WALL (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN A T/&' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEAT14NG x x x x x x OR CMU x x x x x x W IS LAYER h, j STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRS LAYER 02, FORTIFISER x 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 FRAME OR CMU 2X6 8UD DAlID ;n CEMENT x x x x x x x x x x x x x x x x x x x x x 1 FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN E3 ONLY. FOR WALL OFF x _ SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ,-ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/9' TEXTURED FINISH A rWOOD, 1/2' TEXTURED FINISH w CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND WAYx4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _G SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY \ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY A I C N I T I C T I Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 401-7744078 www.abdeskgnS=p.com AA #'. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS.2628 FAX: SISS -2802 SUDDIV. de LOOT SILVERADO LOT#8 BLK 13 PROJECT* 103719.000-08131 MODRIU JORDYN GARAGE DWING: LEFT PAGE: ALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. C 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 +4-0', SEE SURVEY PLOT FOR NAVD. 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.OINDICATED #5 BAR, DINDICATES #6 BAR, IIINDICATES 07 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 16. 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 = 1,600 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'-O' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61th EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS Bx6 W 1.4xW 1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 301 LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18' (2) #5's FM-16x18 16' CONTINUOUS 18' - (2)#5's (+)0'-0' FMCA2x18 12' CONTINUOUS 1B' - (2)#Fs #5 IN CURB VARIES FMC-16XI8 18' CONTINUOUS 18• - (2) #V. #5 IN CURB VARIES CW-12x12 12' CONTINUOUS 12' - (2)#55 +0".0' CWC-12x12 12' CONTINUOUS 12' - (2)#5's #5 IN CURB VARIES TE-2 12' SEE PLAN e' - (2) #5% FI-24x24 24' 24- 12, 2)#5's (2)#5s +p".p• F2-2024 1. 24' 12' (2)Ws (2)115's _ •-0'BaOWGRADE F324x24 24' 24' 12' s s (-)V-00B GRADE F1-30X30 30- 1. 12' (3) #55 (3) #5's • 41'BaOWGRADE F-30X30 1. 1. 12' (3)#5'6 (3)#5's _ 4•t?gGWGRADE CMC-12X12 12' CONTINUOUS 12' - (2)#68 #5 IN CURB VARIES FM-20X18 20' CONTINUOUS 18• (2)#5's +0'-0' ' I _ FM-12X18 I I 4'-2' 3-10' Y-10' 5'-2' I I 9 1W2'2'8' c EXTEND END OF 0 cO- IiI B SLAB w 4q 'P VC CHASE UP OOND. 70� $ O EXTEND n SLAB 1 11V mPOFPcc ` CONIC. 1I II. (1�1�'III(IIIIIIIIII ) t1•tt uiui�rai11ri�ri11 FM-16X78 -I1 -7c'4 -1.1 -1B-1 FM-18X -` -- 8 -U - -- -�° - �IIIIII)llIIIIII -mm / `\ `19�.� III1iIIIIIiiI 12 11--.2`1 `- .1 . � IIIII(IILrI1II (1G#5 B 2X4 WOOD ��N3�N�-� ROUTEWALL W/ SYP. CE# 2 STUDS ® �� ``Y�•t�N BENEATH 12'O.C. ` `-/ WINDOW 31'-0'#4 X 7'-0" W/ Io" OOK030O.0 . /t33',-_55.. 28'-10" 81-9" 1" PVC CHASE 9 1 FOR ELEC. 1 0'"4°A/C CHASE CONDUIT %%" BF �r-`--` `4 ``SSLA t1' zz'-1 2X4 WOOD `WAIL STP. �``--\\ 2T- D- S- �- \�-= 12'O.C. CW- I -# CW-1212 12X72j , L-----J - ----- 12X12� 43 a 9,-7" 8' 8" 203's'CW- I 9 I CWC-12X72� I I 2X4 WOOD WALL •t 3 FM-16Xi8 q # I W/ SYP, # 2 I STUDS 0 12° O.C. w ( N 5 2'-8' I I STTUUDSCE UNDER 0$ 0_ m mi Q W I EA. TRUSS F 71 F30 0 B I 1 SLAB LLI to I q z I I N I w I 10'-0' 3'-0' e'-4' I I (1) GROUTED ° 31 I CELL I w O a 19'1' 10'-4' U I I EXTEND BENEATH I WINDOW SILLI FM_16XIS ------� a 1.7 ri SLAB 17 3'-0' LL F-30X30 K I w 4 $ 10 I m I a 2 O FM-12X18 3 FMC-16X18 e 1•t • I M-16X18� 11 4 10 - m t t I F1-3OX30 FMC-12X18 -0R-(-)7 FMC-12Xt8 m _ 1 i t ? F11M12x18 `r FOUNDATION PLAN SCALE: 1/4"=1'-O' I I C N I T I C T $1 2 Nsign 41 N. RONALD REAGAAAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 IF DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE SOO4 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813888.2802 SUIBDIV ae LOT SILVERADO LOT#8 BLK 13 PROJECTIV 03719.000- 08131 MODZI, JORDYN OAIiA6Si 8T►INO: LEFT PAOR: FOUNDATION PLAN 150 MPH EXP. C 30' MIN. EACH WAY MONOLITHIC FOOTING ? STEEL REINFORCING IN GROUTED gSTEEL REINFORCING IN GROUTED r _ I. CELL SEE PLAN FOR SIZE AND G < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS J v, ILO SPACING REQUIREMENTS } } ¢ C 1I F < W m V w .. I' Iv. GARAGE DOOR w RECESS m J IL Q ` y r FM ° ,1 g7 O N Z 8' CMU WALL cc O m 8' CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I w W e• m +- 0'-0' IN FOUNDATION WITH 3D' LEG EACH . "'III C w LXL� m +- 0'-0' WAY AT ALL CHANGES IN DIRECTIONS di AB TOP OF SLAB I SO THAT THE STEEL REINF, IS CONTINUOUS • �DFGVARRA MATCH AMOUNT OF CONTINUOUS BARS I ° CURB FOR • f SEE SLAB SCHEDULE ° BAR SRE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER(1STORY) Y3 1W ES : ---�- 9EE SUB SCHEDULE TGE EXT. PORCH SLAB 4' CHAMFER Il4 I .I� '' o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=0. AT ELEV: J NT ISOLATION , • 8' CHAMFER (2-STORY) JOINT (WHERE a t4 24' (I-STORY)D-p• W/ 1/2' ISOLATION 8' CHAMFER (2STORY) �.. Z SEE SCHEDULE R6 �. JOINT (WHERE:aAPPLICABLE) APPLICABLE) Z 4 EE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE ae 36' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO X7 42' N ' r.1EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCAlE:3�4'=1'-0' r] 2 SCALE:3'4'=,'-0• � GARAGE CORNER BARS DETAIL DOOR OPENING 3 � SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 18d COMMON HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE w 1 O a No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE jm NEW BAR SPACING. SINGLE BTM. PLATE 1/2'x8' WEDGE ANCHOR W/2' BTM. PLATE TO BE PT. O ¢. SECURED W/2- PART RED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO ¢ I p- S EPDXY. MIN. EMBED PLATE EPDXY 5-7/2' EMBED. MIN. @ 78' OC SLAB V O'I MASONRY Q 8', UNO SIMPSON SPH40R SPHe MAX. NAIL te' O/C STAGGERED. Q FOLLOW ALL MANF. BTM AND TOP PLATE ADDITIONAL METAL S ¢ SPECIFICATIONS FOR to ANCHORS W/ 10d x 1 7/2' CONNECTORS NOT 3 7/2' DIAMETER CONC. FILLED STEEL PIPE a. 6x6 METAL PLATE Q I USE AND = 0] F PREPARATION OF LO � HOLE. Z ¢ w COMMON NAILS USE ALL m HOLES, DO NOT USE tOd W x 3' 2 SLAB SCHEDULE w REQUIRED WHEN NO m UPLIFT IS PRESENT. W ¢ SEE SLAB SCHEDULE Q BASEW1/2'x8' ANCHR BOLTS [SEE O0OF SLAB 0180KIF SLAB 4' CHAMFER (I STORY) ••. °-�� = —° ,T-° . ,. �• 6' CHAMFER (2-STORY) :. 1 4" EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD MONOLITHIC FOUNDATION 6 SCALE: 34'=,'-0' (W/UPLIFT) SCALE: 3/4'=V-0' (NO UPLIFT) SCALE; 3�4'=1'-0' scALE:aa•=r-o• LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL a PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. (L ADDITIONAL METAL m U CONNECTORS NOT 4Ar a REQUIRED WHEN NO UPLIFT IS PRESENT. ¢ m O 8' CMU WALL POURED LINTEL CONT. TYP. ( ) 8' CMU FILLED CELL (TYP.) 2X WALL FRAMING —~~ - I, TOP OF SLAB SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' +- 0 -0• SEE SLAB SCHEDULE Z • MINIMUM EMBEDMENT INTO 8'x8' MASONRY COLUMN W/ TOP OF SLAB °• . . Z - o � 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND 16' O.C. VERTICALLY MAX ARE DESIGNED BE ACECE D IN CONTACT WITH PLACED • - ° CENTERED UNDER WALL AND THE INSIDE OF THE INTERIOR °• m�_ POURED MONOLITHICALLY WITH B EXTERIOR FACES OF THE • , -+ : - FOUNDATION AND SUB BLOCK SHOWN SEE SCHEDULE ° SEE SCHEDULE '� ❑ © ;o DOWELAS IN FOUNDATION. FOR WxD, BAR SIZE T� FOR WXD, BAR SIZE AND BAR QUANTITY / � ✓ AND BAR QUANTITY INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BLOCK WALL CONNECTION DOUBLE FILLED CELL 9 BCALE: 3/4•=1'-0' FOOTING AND COL. PAD n 12 11 SCALE: 3W=V-0' NO UPLIFT ( ) 10 SCALE: SCALE:34'=1'-0' IRCRIT■CT81 Growl In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 8194388.2802 ounDrv. ae mmi SILVERADO LOT#8 BLK 13 P3Ft0JECT# 03719.000-08131 MODEU JORDYN GARAGE OWING: LEFT PAGE: DETAILS 150 H EXP. C MAMM. 07/07/20 8c,AZZ: M NOTED O*MET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD =CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8'CMU WALL M4 REBAR ITYP.)PAVERS 8'CMUWALL TOP OF B Vl"NOSE 0'-0'wp TOP OF SLAB i, OC SEE SLAB SCHEDULE < SEE SLAB SCHEDULE Z C RADIUS OR CHAMFER O r o Z F� .. ° +oo TOP OF SLAB w y<<y'�. ° .• xW SEE SCHEDULE FOR WXD, BAR SIZELzl— AND BAR N w W I O� a•'; QUANTITY ; f ¢ EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL %11NTERIOR FOUNDATION CMU WALL n L J Y AT ALl PAVER AREAS SCALE: 1/2'=1'-0' SCALE: 1/2'=1'-0' SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2'x8' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. Q 16' SIMPSON SPH4 OR SPHB OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 106 x 3- rSEE SLAB SCHEDULE I SEE SCHEDULE I V FOR WxD, BAR SIZE i` AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE: 3/4'=1'-0' (W/ UPLIFT) A N Q N I T i t T i 6 G l i sn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.77443078 FAX: 407-7744078 www.abdeslgngroup.c. AA 8: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336U PH: 819$88-2828 FAX: 818888-2802 In URDIV. asL0SILVERADO LOT#8 BLK 13 ROJECT* 3719.000-08131 MODEL' JORDYN GARAGE OWING: LEFT PAGE: DETAILS 150 H ER, C AA-. - FIRST FLOOR DOWEL PLAN SCALE: 114"=1'-0' L N 6 N I T N 6 T• Gro�uPO, n 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesgngroup.eom AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 I. 81368&2802 EI! MO s%mDIV. to LOT SILVERADO LOT#8 BLK 13 PAOJ=T# 03719.000-08131 MOM%. JORDYN C;AVAOE 8VFlNa: LEFT PAGW. FIRST FLOOR DOWEL PLAN 150 MPH EXPaj TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10• HOOK - GROUTED BOND BEAM I I VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION - 0'-0' FIN. FLR. TIE ERTICALREBAR TO HORIZONTAL REBAR W/10'HOOK BAR SRE 48 BAR DIA. Z ¢Lu #4 24' U #5 30• #e 3s• #7 42 HORIZONTALNERTICAL REINFORCING - SCALE: 3'4'_1b' A Z N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18• METHOD #4 24 HORIZONTAUVERTICAL #s 30 REINFORCING #e 3e rL SCALE: 3/4'=1'-0' #5 BARS ,.a - 1 1,011 FF 4 k 1-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A N C N I T N C TI{ Grou i n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslylgoup.com AA #: 0003325 IF DRAFTING By. A.B. DESIGN GROUP DRAFTING INC. 3439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134MS-2802 aysa:v. ea 1 SILVERADO LOT#S HLK 13 PROJECT# 03719.000-08131 MOaErj JORDYN GARAGE aWiNG: LEFT PAGE: DETAILS 150 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1 Od x 1 1/0 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. S. 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 PSS36, .177' ° x 2 7/8• LONG, WITH WASHER 0 16' O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE88UE CIFUPTION REMARK 1O (2) 2X6 Q 12) 2X6 30 (2) 2X10 8' CM WALL CRICKET LINE REF. PER PLAN OMITTED FOR CLARITY 8• x li' LINTEL W/ (37 b DAR DOLE3LE 2XLT P.T. LEDGER W/ 3/4' FIRE•ENG. ROOF DIA J BOLT TRUS6E6 " 24' BEE 6CWEDULE, OG. STAGGERED PPKXI OPPOSITE SIDE Arp 2ND FIN. FILM. F MOT. OP LNTEL MN. SAS' TYPO D DEN. 2)RIO P.T. 'X' GYP E1011YAD FLOORING LEDGER W/ SYSTEM S/4'DGEIA J-BOLT (SEE FIRST GEE ��E• GARAGE (G.� FRAMING. FROM OPPOSITE SIDE LINTEL SECTION - ALE, SCALE, 1/2' • I'-®' SEE TRU88 PLANS FOR EXACT SIZES BEAM SCHEDULE ONRRM 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. = PROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION IPf. SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3DDO 8x16 (1)#5 (1) IS WA GROUTED SOLID BB2 MASONRY 30DO 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS `Ies4�GM91 SAFE LOAD - POUNDS PER LINEAR FOOT r'�� SAFPOAD (L SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH sees Olga visa wasw Naes Wiese Nm ae TYPE LENGTH B� RCMU TYPE LENGTH SWIT SFW OF94T SF Will -IT rim MS-11 po-a evatilT WSW m/str NEW MMT moor E. Nun rime NM-te m" a esis mma 3'4r (42') PRECAST 2231 30os Nts qos epo7 OW ow low 8'r (4Z7 PRECAST 1D26 1024 168E 3'4r (42') PRECAST less 2re6 48" pet em 6132 7001 SM N06 0113 lea JIM tact Ilea less am aw 4w saes qa 7M1 4.4r l'le') PRECAST 180E Met 2m aos0 4m 11 7w e7N 4'4T (/S') PRECAST 7S6 769 1309 4'4r l!6') �� lw as IM SSl6 4a0 sea We aSS 4w q1a iM7 me 1aa tlw 1w am. aseo M7e 4N0 sea eon #4r 64 PRECAST ( 1W9 less 2110 Met eta We 500 eat !4r (649 PRECAST 502 601 1073 4'4r (649 PRECJAV 107 M40 NN SM 400 mt esA 21e0 4M $113 lea We tOw 11SSa ties Mpo 2W osn 400 mf os/e 6'�• (64� PRECAST 1217 tM 14M less 2M qa Tees 4m 6'-4' (64') PRECAST N1 411 745 B-4' (64') PRECAST ssM in Sets 71po MSS Mq 4m tw aopo sae 7a7 1q on me an aes Mes fleet 4es2 6'•10' ('7P) PRECAST 1002 flee 11n lost Me0 a40 Ma 3470 S-1p (70') PRECAST 340 386 818 F-fir (70') PRECAST w 7 W` stay'2m qos tp1 MM ppo nes nq esM m 1es7 20e0 ies0 ales Me qM 6'4r (/6� PRECAST 908 tm 2177 ales Met e1N 4w OOq 8.4r (76R PRECAST 607 721 490 for P6') PRECAST w t t 2Mo sat Wis. tm 2177 a140 sm SS40 f a6M p6 lees tw tea me mt an2 Tor l�7 PRECAST 743 101 17a am m MISS qq MM Tor l90'Y PRECAST 424 6S1 368 Tor (60') PRECAST 7a7 t SOME MN am 1011 Im Spot men epo1 ear eat 737 ,pap iw Mn SEE sea me 9'-0• 11 PRECAST ( 2') 554 1110 lea aM aNl au pow W-C (112') PRECAST 326 512 230 6'1' (112') PRECAST w 7a n 404 m star Ma m isle lea mt 24po 4 es10 w ees tata tep Iles tat we 10'4i' (126� PRECAST {76 ees eSS tar aSS 2m np aes 1Q4r (126� PRECAST 264 401 180 10'-C (120") PRECAST w en qe nN 1p1 1 2111 W toes less 7010 mt p04 w w ttss tat tip Ms ale 71'�' (136� PRECAST 382 est us 1es4 Im 2W M9 4w II-W (131M PRECAST 280 482 154 11W (136) PRECAST m w doe tON 7N 1q 17p m ass less im am qN 4w 4" 4N 1 1372 less 1916R 21N 174r (14l� PRECAST 837 see 0n /w iw qos na Iles 12'4T (1M'i PRECAST 244 402 137 174Y (1!!� PRECAST 4n 4M 724 w 11 t less ea eM tat tw s1SS ae6 eses 470 po6 ep taw lease. lem, tore 17�' (760� PRECAST 298 m ies 107E /429 tea So WE (160� PRECAST 217 324 110 134' (1607 PRECAST 414 w SST 7es w 11 Ma m 7es tan use less ate mIT-4- 40 4SS 7es nes Ull. 10131mm tess 14'01 ( PRECAST 4a m mu an lees 21n apo 14'4r (IM PRECAST 206 293 100 14'4r (166') PRECAST w = ees 7M see/ leM 40 7es MR tees less 21N am 410 4M 717 tw tees 7P4r (17S') PRESTRESSED N.R we Net M la let Net Net 144r (17n PRESTRESSED NA 294 91 IC r (IM PRESTRESSED Seew m aSS men m w p m t en let 1131 Ins 4a m fen tow Sees 2917 2712 16'-4' (184� PRESTRESSED N.R. NR NR Net Mt Net pot Net 1B�' (1Bly PRESTRESSED N.R. 269 83 IW4' (1I PRESTRESSED as 2110 ap 4SS ale ass Sam p 710 Oil I tees 412 n0 I= l7a an me am 1Ti' ( )PRE ' NR st listNR NR NR NR iT1' (106� PRESTRESSED NA 191 B4 lrW 0t067 PRESTRESS® IN les m e0111 406 a04 en 7es ose 7s 1Mn as "Is M0 See tm im lees spa 19'�' Mn PRESTRESSED NA NR NR st NR NR NR N0. 104' Mn PRESTRESSED N.R. i48 FL 194' (282') PRESTRESSED tes IN m m Us 4111 447 m A 6W est Set MO. 7a tm no 4M m IW misle me 211W GENII PRE8TRE86ED N.0. st NR NR NR NR let NR 21W (2� PREP NA 126 42 21'-4' (� PISS 142 let m m w 27a ep 6a 4SS 7q 011111 w ees 1044 ISO710 • See nu lw 140 2Z'4r (264� PRESTRESSED NA to NR Ide NR NR Net NR 22'47 (264') PREST NA 110 40 274r (2847 PJiEAiA IN iN IN m m m an m 4es m Seem m w 1es q6 m 7SS 99 ISO 1>A 24'4r PRESIRE80® N.R NR NR NR NR NR let"l NO (2669 PRESTRFA� NA 91 39 2/'4r � PRESTRESS® m 1M 1n m m 21e as 4es Ne w 4es 7N esr Sn to a0 40 w w tm /m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TA10?N FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF SEARING PAST EACH 867E OF WNDOW OPE1a40 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.GP, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 M/OB BB2 0 9'-4"—\ 3 SIDES r%- 1 . 1 q 1 F- N I� �b 1� TOP OF WOOD WALL, EL. 9-4- DBL STUD UNDER HEADER 8 8 T OF WOOD ( WALL, EL. 9-4'- DBL STUD UNDER TRUSS LBW j%9F32-1T/1M/0B 1 ; 1 — 1 ♦ 1 ♦ 1 ♦ i ♦ � ♦ 1 m w 1 ♦ � w 1 UNO, PROVIDE BB2 WHERE ROOF TRUSSES m BEAR, TOP OF WALL, EL: 9'4', UNO CRICKET--�♦ ♦ a 1 1 BOTTOM OF LINeEL 0 9 4" ; RG. 9'-4- ♦ ' 1 1 J# -----------F-6—T-0-1— .......... i DBL STUD UNDER TRUSS TOP OF WOOD WALL, EL. UNO, PROVIDE BBi DBL STUD WHEREFLOOR UNDER HEADER TRUSSES BEAR, TOP OF WALL,. EL. 10'-8", LINO 8F32-1T/1IW0B 1 T/1 WOB g 1 51 �1 71 .1 1 I 8F8-lT/0M'OB 8F8-1T/0M/0B 1 ---------------------j B82 0 9'-4" 2 SIDES LIFT BEAM PLAN SCALE: 1/4'=1'-0' 4.Y91 N. RVNNLY RCNYN" "LYV. LONGWDOO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd*Wgngmup.com AA #: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8194188.2802 WE SUDDIV. Ae LOT S ILVERADO LOT#8 BLK 13 PI OJICCT* 03719.000-08131 MODEL' JO RDYN GARAGE SWING: LEFT PAGE: FIRST LIFT BEAM PLAN (CAST-CRETE) 150 MPH EXP. C DATE: 07/07/20 SCALE: AS NOTED S2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10- HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM -115 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3W=V-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. LE REINF. SARIS), TROUTS BENEATH 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4'=1'-0' oFJ aG� Q•PJ" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM NTH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED ANO A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ` W DTH *OF #5'S, IN 2ND BOND BEAM COURSE ��16-1T/l M/ B AINL—'+ IT IS THIS ENGINEER'S INTENT HEIGHT# OF #5'S, TOP BND BEAM COURSE THAT XFXX-1T/1MWB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX-1TWMWB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .`a 1F6' WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 i/2'=1'-0' ISINGLE #6 CORNER BAR, 3OX30 TURNED RED C BONDBEAM TURNED DOWN INTO STEELIREINF. OF PROVIDE #5 BAR AT EACH SIDE OF ELEVATIONBOND. BEAM CHANGE STEEL REINF. OF CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' BOND BEAM T� i#6 TYP. 8'X19' Ip BOND BEAM 7F--7F 8XI6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8z8 BOND BEAM TO OF W/ (1) #5 BARJBONDf BOND BEAM GROUT SOLID FRTOP LINTEL TO TOP OOFOPENINGBEAM, IF FILLED SEE NOTE 68z8 PRE -CAST COL W/ IBAR MASONRY NGTHOFLINTEL ORENING-zBEAM DESIGNATION OR2Sze PRE -CAST COLINTEL, W/O STETO PLAN FOR LOrna . PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') e' FROM EACH END AND 18' 0.C, MAX. MIN 1-1/4' EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCN OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-) 8- FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2z8 (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 ND AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BILK EA. END EMBEDMENT d• sa OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 314'=1SCALE: -0� WOODSECR011 FASnWVACNG d.•2• MIN, 2 }' MAX %- 2 t MIN, 9' MAX (2)w *.1} MIN,2 J'MAX •, .I' MIN, 2 k MAX d. .2' MIN, 2 e MAX 0. .2 t MIN, 9' MAX M2d a,.1 k' MIN, 2 F.' MAX ®.. MIN, 2 }' MAX d..2' MIN, 2 }' MAX e.. 2 r MIN, V MAX M2d 0..1 'MIN, 2}'MAX' ea. MIN, 2 e MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 k OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d.• END DISTANCE % SPACING BETWEEN ADJACENT FASTENERS IN A ROW a. SPACING BETWEEN ROWS OF FASTENERS a. EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. IIII CNITNCTi Grou Tin 41 N. RONALD PREAGAN" BLVD.', LONGWOOD, FL 32780 PH: 407-77441078 FAX: 407-7744078 www.abtlesigngroup.com AA #: 0003325 I DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813888.2828 FAX: 813888.2802 OUNDIV. d# I.OT SILVERADO LOT##8 BLK 13 PRO.TECT# 03719.000-08131 MODET JORDYN GARAGE swuaG: LEFT PAGE: DETAILS 150 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2)c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 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 V-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 Yz'X6 X-) SYP. ABU46Z W151W DIA x PT., WOOD POST 5' EXP. BOLT r- — — — — — — — -- IFIRE I DRAFT STOP L- — — — — .. FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FUR. JOISTS •1 �i 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FUR. JOISTS'�jj��v' II TI 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4' = V-0' I N C N I T N C T N6 Grou i In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819496-2628 FAX: 813.886.2802 aysDM 8. LOT SILVERADO LOT#8 BLK 13 PROJECT# 03719.000-08131 MOIDErr JORDYN GARAGE AWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. C DwA 07/07/20 aCALE: AS NOTED al== S3 (1) SIMPSON HETA16TFIUSS ANCHOR WITH (9) 10d x 1 I' NAILS TO TRUSS (2) SIMPSON HETA18 TRUSS ANCHOR WITH (12) 16d x / ,J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) (1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 1Sd GALV. COMMON NAILS, 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #22'x4", 6'. 8' x 4-0' MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, VOOD I' O/C, DRAWINGS L A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2706 LBS (2 PLY) 1 A 1 B 1 C TYPICAL TRUSS/ -�--0 SSGIRDER CONNECTOR(S) 8 BACi031BLOCK TF#CIO@88 45W 3W WOOD PANELS 8000 (2) 1/2- WOOD PANELS S0 (2) 10 WOOD PANELS 90 2x LUMBER 3/4' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE -ENO IJOIST 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. I -JOIST CONNECTION 0 L.B.W. `* 3DALE:3/4•="°' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE a5/8' —HOLE DIAMETER c 2/5'0 SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING 8AND BORING LIMITS EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA -' SE SEE ARCHITECTURAL 2x SECURED W/ (3) 18tl R,—✓s GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4", 6", W x N-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TtEDOWN REQUIREMENTS. A-(i) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) 1g' x 5' TITEN HD TO CMU AND (12) SOS }' x 2 P TO GIRDER B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5' TITEN HD TO CMU AND (18) SOS k x 3' TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) j' x WTITEN HD TO CMU AND (18) SOS } x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8- EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) " 4= -0' >l BAOIGRBLOCK i18CK8886 4500 3/4'WOOD PANELS B000 (2) 1/2" WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 1Odx1/2 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK ex- HTT4 W/ S/e' A.B. WITH MIN. 7- EMBEDMENT TO SLAB 8 (18)16d x 2-1/2' NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 4: < LVUWOOD POST CONNECTIONS 5 SCALE: 311 Hill 181111IN111111 DE C A BBBB A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2)3/4" WEDGE-BOLT/J-BOLT, 5- MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2' GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 314"' WEDGE-BOLT/J-BOLT, 5- MIN. EMBED (14) 1 Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1.1/2' GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/18 G < 2900 LBS, U c 210 LBS W/ (4) 3/1 WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24) 1So GALV. COMMON NAILS TO HEADER AND (2) 1Odx1-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#26749 E - SIMPSON MIU4.76/16.G < 3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2). 10dx1-112' GALV. NAILS TO JOIST FLO17241 WOOD LEDGER ATTACHMENT DETAIL SCALE: 311 # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL 1111900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE -ENO TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-O" MAX (W/2X4)) A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3 4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 1Sd GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3`1 SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 311 SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3(4"' SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER gl_ATTACHMENT�DMETAIL 4'=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) W-0- O.C. (AT SHEATHING O'-0- TO 30'-0- (1)'1 BRACE2(2)10dsCEACHTRUSS SEAMS) 30'-1- TO 60'-0 (3)'1 BRACESECURE 2x8 PT. PLATE (1)'X' BRACE* CENTERTO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2' FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6' SEE ARCHITECTURALM� EMBED. AT 32' OC )IAGONAL .CHORD PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d's 8' V FOR LOCATION STIFFBACK (AS PERO.C. MAX NOT BE UIRED TRUSS ENO) 2x4 SECURED W/ TO BE INSTALLED @ CHORD OF I Y-W O.C. MAX. ID ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0' O/C —J —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 19-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSEcr1oN TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0' 24" 24' MAX. W IJOIST Or END SPACING B" MAX. END w/WOIST ryP. TVP. P, �'ACIN EE RANTING LAN LED�ERBD. MAX MAX MAX 12' EXP. (2) 2X8 SYP P.T. Q FROM (2) 2X12 SYP P T 34' EXP. BOLT/J-BOLT W/2" LEEDGEfl SOARD W EDGE LEEDGER SOARDTO BOLT/J-BOLT W/ 2' WASHER 86 /2' TO BE USED 1 ENSURE THAT EXP BE USED WITH IJOIST WASHER 8612' MIN. EMBED. (TYP) WITH IOOIST BUT BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, e' ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT MID REAR LEDGER LEDGER SHOULD LAP A MIN OF i 4'-W. � i m 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. EXP. BOLTSU-BOLTS SHOULD SYP 1 NOT BE ANY CLOSER THAN 6' Z S.OIT OfcZ 5. ONLY LEDGER W DIRECT w i (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REWIRED TO BEPT. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING OBIRN. SPACING A DOUBLE SYP 2X8 1/2' 8' MAX. 24- O/C MAX. B DOUBLE SYP 2X12 (2) 3/4' 8- MAX. 24" O/C MAX. 10 1-JOIST WOOD LEDGER DETAIL SCALE: 3/4'=1'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 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 (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 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 311 A I C N I T I C T I 6 Gro olgn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com '.. AA 0: 0003325 J pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA SM34 PH: 81.3-8862628 FAX:81388&2802 ousDiv. at LOT S ILVERADO LOT#8 BLK 13 PROJECT* 03719.000-08131 MOZ)BIA JORDYN GARAGE SWWG: LEFT PAGE: DETAILS 150 MPH EXP. C LI DA=: 07/07/ 00 9CALE: AS NOTED SHEET S3.1A SIMPSON HB W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OFSTUDS PLYWOOD FLOOR SHEATHING I -JOIST LVL SIMPSON H6 W/ (8)Sd COMM^" EACH END PLATE STRAPS W/ 10d x 1 1/2' HDG NAILS WALL / FLOOR FRAMING, OIST PARALLEL TO WALL SCALE: 3/4'=1'-C' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS V-0' O.C. (AT O SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD TRUSS (TYP) O 24' O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8' O.C. MAX CONC, POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0' 6' CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS O 12' O.C. 1 X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW U TO LEA f E A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP k8 WOOD SCREWS 1 x 2' LONG O TO.C.; STAGGERED OFF CENTERLINE 3/4' AS SHOWN oil 'fY4„ P SCREW PATTERN I -JOIST (SEE DBL 2X12 SYP 92 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR �TOEXTERIOR WALL WALL SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x3' PRE-ENG ROOF TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 1/2'x9' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. O 16' OC MAX. TRUSS CONNECTION @ L.B.W. 9a 9b SCALE: 3/4'=1'-9' ae WOOD SCREWS x 2' LONG O 3' O.C.; STAGGERED AS SHOWN DEL. 2XS SYP 42 LEDGE SEE BOLT SCHEDULE, 10/S3.1A. 8' CMU WALL — REINF PER PLAN 1 R. I -SCREW FPATTERN T 1' `I -JOIST (SEE 24" M 2x4 P.T. CEILING El IrR FRAMING PLAN) NAILER W/ MASONRY NAILS IA. FFI O 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4'=V-17 ROOF TRUSS M 04/08 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL817239 . O' :0•: TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE:34'=1'-0 TRU88 To�co14�� A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 21/2' SDS TO POST POST TO�CON� A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,665 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. A N C N I T N C T N 6 Grown 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.eom AA M: 0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 1113486.2828 FAX: 8132 2802 01111111111 susDLv ae L.oT SILVERADO LOT#8 BLK 13 PRodECT# 03719.000-06131 MODEI: JORDYN GARAGE awudG: LEFT PAGE: DETAILS 150 MPH EXP. C n----w r----- I I ------, I 1 I I 49'-0" I 17'-6' 13'-8" 16'-6' 1 I I t I I a I I R.R DlLOW 1 ——15'-1' T-7- 9'-0" 2'-8" 4'-9" 10'-5" 3'-6" 18'-8' 11'-8" 18'-8" 49'-0' SECOND FLOOR DECK PLAN SCALE: 1/4"=1'-0' (1) #5 REBAR (1) #5 REBAR GROUTED CELL 4 GROUTED CELL BENEATH 1 BENEATH WINDOW SILL WINDOW SILL O ®Z fA 7 m N W U WV a N10'-8 3/4' u TOP OF DECK � 4 OPEN �t x 'a (1) #5 REBAR GROUTED CELL BENEATH WINDOW A! C N I T! C T 8 1 Grou � Ino. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-77443078 FAX: 407-7744078 www.eDdesigngroup.com AA #: 0003328 , IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 99834 PH: 813488.2628 FAX: 813888.2802 7lLJnDIV. CC LOT: S ILVERADO LOT#8 BLK 13 PROJECT 03719.000-08131 uoaE>I,t JORDYN GwRwOE B111IiNO: LEFT pwcsE: SECOND FLOOR DECK PLAN 150 MPH EXP. C • ■ 1! Y 1 T ! 1! T ! 48'-0' PLIt BELOW 44'-2" 3T-6' 31'-W I I 24'-6" 17'-10" I I 14'-4" I I I I 10'-10' 5'-s• I I I I (1) #5 REBAR (1) #5 REBAR GROUTED CELL GROUTED CELL BENEATH BENEATH R WINDOW SILL WINDOW SILL to lV N O 18'-4" 10'-1' 5'-8. A El IL -Al Ell v I. p I I I R I I I (1) #5 REBAR GROUTED CELL BENEATH I WINDOWSILL °? I I 1 I I I 3 -2. I GQi 6'-6" 1) #5 REBAR GROUTED CELL 13'-7' BENEATH ip WINDOW SILL 17'-5" Q---------------------- lvk 7 I I 2'-4" I I I 9'-a^ ---------MLReEIAW----------� SECOND FLOOR DOWEL PLAN SCALE: 1/4'=1'-0" Grou inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774.40TS W W W.abd"lgngrou p.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813 IM2802 SVHDIV. & Mr". SILVERADO LOT#8 BLK 13 PIOJECT# 03719.000- 08131 MODEM.• JORDYN Ol/►PLAGE 81IINO: LEFT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 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' 0 x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIIR PTION REMARK 1Q (2) 2X6 2O (2) 2X8 0 (2) 2X10 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 (RBI) SIZE REINFORCEMENT STIRRUPS REMARKS .TM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)A5 (1)95 WA GROUTED SOLID BB2 MASONRY 3000 Bx8 (i) 05 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH BI10 S4' (42-) PRECAST 2231 *(r (46') PRECAST 1966 4b' (54') PRIBCAST 15" B4' (649 PRECAST 1217 5-10' (M PRECAST 1002 e4' (7r) PRECAST 90S r-0' CM PRECAST 743 B 4' (11P) PRECAST 564 104' (12r) PRECAST 476 11'4' (130) PRECAST 302 1r4' (144') PRECAST 337 13.4' (IM PRECAST 20S 14'4' (16n PRECAST 270 10.r (17W) PRESTRESSED KR. ISW (1841 PRESTRESSED N.R. 1r-P 0n PREBRRESM N.R. IW-C 9M PRESTRESSED N.R. 214' Mnl PRESTRESSED N.R. 2r4' (2041 PRESTRESSED NA 2V-W ( PRESTRESSED �1=1=®r__m® 0lczzlmz©K:im©� 00"000" mmm0000 mmmQaloom Imoo�+ mm000©m moo�c-l�+cr_ >�amo®oov mmovo� "m000mv �m0�0�7'!1CT1I �o©mmomo "man"0m00 0�0©"00 I©mlzm"" ®ommmoo © WRm"" """OEM """"""" ®"0000" """"" 724 I m 400 f 401 1 4M I /OR I 1ffi (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8'-6' (421 PRECAST 1025 1 1024 1 1596 P4' (46') PRECAST 785 783 1300 4'4' (84') PRECAST 592 N1 1073 V4' (64') PRECAST 411 411 745 9-10' (701 PRECAST 340 339 S/S " Mn PRECAST W7 721 490 r4' Pr PRECAST 424 634 M 94' (11:n PRECAST 326 512 230 IW4' (125') PRECAST 254 401 160 11-W (130) PRECAST 260 462 154 174' (1441 PRECAST 244 402 137 IT-0 (16r PRECAST 217 324 110 100 (16r PRECAST 2D5 293 100 14'4' (176') PREVIRESM N.R. 284 01 1" (1641 PRESTRESSED NA 289 03 17W RM PRESTRESSED N.R. 194 64 1B'4' Mn PRESTRESSED NA 148 62 21'-C 1256'I PRE01RE88ED N.R. 125 42 270 W) PRESTRESSED N.R. 110 40 24'4' PRESTRE88E1) - e a 1 — SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ®m��m000 moommoo �00000®o 00000mo = �RV'ff!RQ:10�00 om00000 omoomom ®m©gym® o0rm m*w!rwMmv7 cs�=0©mrm w wlm!Mm= �0"w!rw71mm=lzm'qm7" ®ODQQ�Q�.Q�Q� (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUES TAKEN FROM'8AFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION - PROVIDE MIWMUM 4' OF BEMSN I PAST EACH SIDE OF WN4DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 4: 1"126.03 FLR BELOW F------ I I I I I I 1 I I I I I I I I I .I ---- I I I I I 8F-1 T/O ----IrL —---------------------�1---------------------- '�r-- ---— -- 8F76.1T/OM/OB II 8F16-1T/0M/0B 1 11N0, PROVIDE BB2 (SX8) 'I WHERE ROOF TRUSSES IIII BEAR, TOP OF WALL, EL. 19'-4', UNO II II� -------------11-------- II , II I I II �� 8F16- I I 1 1 1 1 II i 1 0u ,1 ^♦ II --------- - - - - - - - - - - - - - ♦♦ it I I 7-0' 1 , ♦♦ I j II � I I � 1♦ 1 1 1 1 1 1 GT ! 3 F �BF1�-i�/O--B-------- 8F�6u7T-0-0i--- 1 7-1- 1 ^l 1 I ♦♦ 1 �o2E________- q 1 ♦♦ T_ ___-----r 15ELOW N 1 ♦♦ 1 1 1 —y----8-1-1—/2M------� I I I I -- — —— —W— `———FLR BELO---------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4' = V-0' L i C M IT EC T i Grou I Tn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.obdosigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 16. FAX: 813886-2802 aunnm� SVHDM as L01cl SILVERADO LOT#8 BLK 13 PROJECT# 03719.000-08131 MODEL' JORDYN GARAGE eT/INO: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 150 YPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1 Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON HI CA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (41. 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 0 1W 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-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. FLR BELOW I------------------- I I I I I I I 1 I I ROOF FRAMING PLAN SCALE: 1/4" = V-0" OF %al VY!/ Inc. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134M-2804 SUHDM & LOT. SILVERADO LOT#8 BLK 13 PROJECT/p 03719.000— 08131 MODEL: JORDYN GARAGE BVfMG: LEFT PAGE: ROOF FRAMING PLAN & NOTES 15kMPH EXP. C A/ GABLE END i ee ff ROOF WIND DESIGNPRESSURES NET (GROSS) -0 ZONE 1 = 17.45 PSF (27.45) ZONE 2 = 31.48 PSF (41,48) ZONE 3 = 64.04 PSF (64.04) 'A'= 5'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/8 CDX EXT. PLYWOOD, WITH 8d 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 ® 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 STR. SHANK ed RING SHANK 21/2' o.1za 170000 RING RINGS SCREW SHANK PER INC I CH) H) 8d SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS,) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES li ' J a Z Y Z z III Q W � = Q O NU W Q LUUU�O n ala O 2 W u Z E= TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING ■--1_-I 1 �� ro 11 11 ■�s��lBUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING . RING SHANK GUN NAILS m 6' O.C. IN FIELD: 8d RING SHANK GUN NAILS 0 IT O.C. IN FIELD a 8d X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.O�Ij'1 FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BN EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 pat TOP CHORD -non-m0w t 10 pet SI M CHORD H1onHmrNAI mt DEAD LOAD DEAD LOAD 16 paf TOP CHORD 20 paf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 pet w/ No GYPCRETE) 10 Psf BTM CHORD 5 paf STM CHORD DEAD LOAD TO RESIST WIND UPUFT: lops( BALCONY LIVE LOAD 60 paf STAIRS UVE LOAD 40 paf WIND: DEAD LOAD SPEED. 1So MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opa1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30Paf. BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SW, PASSENGER VEHICLE GARAGES: 60pst, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 3OPsf, STAIRS: 4OPaf 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 RE VIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -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. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000pM, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1667. 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C-94 OR MEASURING MANG, TRANSPORTING. ErC. CONCRETE TICKETS SHALL BE TIMESTA PED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM MEN WATER IS ADDEDTO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY INS" THAT A BATCH IS HELD FOR LONGERTRAN 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 TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-12' FOROB TURD SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER W FOR SUBS, WALLS AND JOISTS 1-1R' FOR BEAMAND COLUMN PR&HARY RENFORCEAENT, DES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOASTM C33 MAXIMAL AGGREGATE SIZESHALL BE NC. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUND WHERE INDICATED ON DRAWINGS SEAMS UPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. 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 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 NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN%'OF HEARTWOOD. EXCLUSIONS FROM THESE PLAN$: MINIMUM NAIUNG PER FBCR 2017, 0 EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PUNS 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 REWIRED BUT ARE BY OTHERS. SYP aft WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AIS6, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYR MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 26" 46 BAR - 38' 06 BAR - 30" M7 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 RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 6301 ASCE S/TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 F.- 1600 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PUN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' 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. (48 BAR DIAMETERS)., U.N.O. �lt.IVe117UU<«�##F 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, Fy.36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-SOO, GRADE S. Fy .46 W. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE 8, TYPE E OR S, Fy. 35 W . 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. UNTREATED WOOD SHALL NOT BE IN DIRECT GONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROWDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH TH15 NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF ODD AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADL'& AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPWJTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1962. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT S INED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRILATKN B� TYFF BPACaIG REMAPot3 APRCATXw 91E TYPE 9PIGN0 REMAPo(B ti¢PT FUAFiINGTO YABORIRY/GONG. CASE HARDENED COIL NM11?LIXIG. aOC GARAGE DO {i BLCB R'DIA NOWASHER TAPCCNMASCWVY FASTENER a,� t1Po'EMBEO., t'ENO GIST.. 1tL^EODE DDT. 93D. AL. E%T.000R9 CASE HMDENED- a'Oc WINDOWA700PFASTENED GMAOE DOOR BULK _o. WI 1EMBED.. T ENOOIST., 1x PT.SEEN NALI-LONG. STAGGERED w1. MAaaAY,CONC. TO - WASHER EXPAN-1- YE-DGT. WINDG ON CASE HARDENEO COIL a'OC WINDOWIDOOWFAaTENED META smv TO CONTACT THIS ENGINEER FOR SPACING 1x T,9EE NOlEa NM1-LONG. 9TAGGEPEO NTO MAsorwYXbNO .-ONO REQUIREMENTS EXi, EWING DOOR SM1B'DIA 'TA�CON' I1?EMBED, 6'END. NON-BEARIIKiWWD 1M EXPANSION A'EMBED. A'END &ACM 2, Pf, SEE NOTES NII OWASHER FASTNEP 190C OIBT.,114'EDGE OAST WALL TO CONL.9lAB W/WASHER BOLT �A� DIGT., 9'EDGE OAST. .PTWINODW BUCK 0,188-PAFxRtPo' a'OA: A'ENO. OIST.,t tlt' PTTOSNELCOL., SEE W/WARHEP STAGGEPED EDGE GIST. OTEa 1.SSTTAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE A9 WIDE OR WIDER A9 THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, A I C E I T E C T E Grx i In 941 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-7744078 www.abdesipgroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 818-886 -280 FAX: 813-088-2802 MO BtMDM a LHOT SILVERADO LOT#8 BLK 13 PROJECT# 03719.000-08131 MODELt JORDYN GARAGE 8wIxG: LEFT PAGE: DETAILS 150 MPH EXP. C 30D In - I o •