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HomeMy WebLinkAbout7376 Steer Blade DrI v , 2368-DESTIN9' FOR: 11 K4 HORMN 12602 TELECOM MRIVE, TAMPA, FL 33637 T4ml= (813) 740-9720 Fax- (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATILECTRIC CODE, AND HE CITY O EPHYRHILLS AND ORDINANCES REVIEW DATE CITY OF ZEPHRHI L PLAN EXAMINER • STATE OF FLORIDA CERT F ED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEN: (813) 740-9720 FAX: (813) 740-9715 DESIGN ABBREVIATIONS REVISIONSDON INDEX OF DRAWINGS BtMaM �ITERI 'Y�++�IM SM U MN (�%) -ALL LOCAL AD STATE W= *OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB 'MIN. INTERIOR FINISH — CLASS B • BASIC WDiD SPEED - VGIt=150 MPH Vasd=118 MPH '°D'0 _ e •1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVELAVATORY Aic AIR CONDITIONING LUM LUMINOUS AI)!. ADJUSTABLE MC. MEDICINE CABINET ANT. ALTERNATE MFR MANUFACTURER ANT AMPERAGE MIN MINIMUM Ro. BOARD MT. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CAB. CA13MT MTL. METAL CLO. CEILING N.T.S. NOT TO SCALE CLR CLEAR G.L. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON Cl. DRRAMnc71LE PH PLANE D. DRYER PLY. PATE DO DOUBLE PR. PLYWOOD D.O. DUAL GLAZED PR. PAIR DIA. DIAMETER PT PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL, RAD. RADIUS DP DEEP RA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM OUG OIL . DETAIL ISHW R.O. SOLID OPENING EXT D.W. DISHWASHER S.C. SOLID COREIXTDR EA. EACH S.D. SMOKE DETECTOR ELF V ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT SHEET EHIL EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.O./FX. FIXED GLASS SIM. SIMILAR F.O. FUEL GAS SL. SLIDING �+ FINISH SL.GL. SLIDING GLASS FLIT FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEARWAL.L FR DR. FRENCH DOOR SECTION PTO. FOOTING TEMIP. TEMPERED GLASS GAR. DISP, GAARBAGE UGE DISPOSAL O THICK CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE UPTI]t T.O.S. TYPICAL TOPOFSLAB GLASS TYP. GL. GLASS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HDR. �ER `on W. VAPOR PROOF H.CDRAWING HOT. OR ITT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WIDOW wnT WATER HEATER WL. WROUGHTIRON DAB 8 24 19 ADDED 160—C ENGINEERING ARCHITECTURAL SHEET # DESCRIPTION 07/20/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PG GN-GENERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATION "D" FRONT &REAR PG A3D—ELEVATION "D" LEFT & RIGHT PG RI —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WAIL ASSEMBLY DETAILS PG WAS —WAIL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 10/14/19 UPDATED LED LIGHTS D.R.HORTON PER 12/04/19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SIMPSON CONNECTORS I.L.O. USP 07/14/20 CHANGED ROOM NAMES 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 SQ.FT. CALC.�S LIVING Sa 8FT. D38 Sa FT. ENTRY s0 Sta. FT. COVERED LANAI 201 Sa FT. TOTAL 3*1 BCS FT. STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN PG 32.1A—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG S3.IC—ENTRY DETAILS PG SN1—DETAILS / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL INABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTLN BASED ON LLQ LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abdeWgngroup.com AA 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134ISS2802 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 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 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 SPEGFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFM/ALLIFLOOR 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 P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRNSIIES 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, 11T THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESWANT 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 117 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A A 0 N I T I C T I 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abd"gngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M6.2628 FAX: 8134MG-2602 NICHE TEMP.GLASS - TO PLR UV 24' TEMP. GLS. DR 9'-8' 1'-4 4'-4' I�p�l 25-SH 25-SH 36'XI2' FrA 25-54 �----% 0 — — — — — — — — — — — — ----- — -- T------ ----� COYERED g' b+ BEDROOM BEDROOM I 9'-44CLG Q 9'•4' G.G. 12'-0' MAY 6 R ® T 1 I Imo I 4'- 1'-i0' -B' 3'-I' 9'-2' 3'-I• 2 I I z low BCD. ! c 16'-51 I I I' 4 -9' 3,-b' T-4' T..S. P® I I C '' 9 I I V-4' G.ri 'N I 24'-l' I J I I IIIIII� X 1 s L—GC y— ?—e—e 2m ' GREAT ROOM ^ , �;`,�k-•• IIIIIII TRAY CL& II1iIII TO N-m' . e—FE—L IIIIIII v3 IIII Q'^ 0 'v " • �I � A —�--4r—:C --�II 9GG I0 IR- LgmS- — —ry -- 9v IIr 11'_0. 4. b,_4, 14,_b. 2 -_46, 3_Sm'.•5 CT _. �2 BEDROOM DINING ROOM % � C• T 0 CT ATTIC MT OPT.1a9m 2:-0 w o L.T. 2XIO ° HDR L-----J ACCESS TUB I�0T 8,_C. 14'•6' 08'H I'I_• -�-_ 9•4'CtG . A FOYER T-4'QG GARAGE � T-4'GG 3'-6'3'-2' (---R S.L 13'-4' 5'2A. -4 28'-4' BEDROOM 1' e $ — o W-4' G.G. ENTRY ta O'-8' CLG I6'-0' X 1'-0 O)4. 8'-0' X 1'-0' 014, EGRFL8 EGRESS 3'-2' 3'- ®. b'-4'4 6'-4' I'-4' Ib'-0' '-8' 8' ®, I'-4' I3'-4' 28'-4' 48'-0• 45 F FLOOR PLAN NOTES - ALL 01110J610N8 ARE FROM PACE OF T %' BLOCK WALL (OR NOW OF FLOOR SLAB) TO PACE OF WALL STUD UND. - ALL INTERIOR WALLS ARE 91f' YN,O. - DRYER VENTED TWADUON ROOP (VI'R) NOT 80ME BC). - AIR C.OPIPIAEDSOR SET ON 44"A44• MOORED CON-. PAD. PAD OEONS 6• PROM EDGE OF DTRICrJPNL - SEE SHUT GN FOR GENERAL AND STANDARD BUILDING Harm . ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT NTERRIPfER - ALL PULL FEKM4T BLOCK WALLS BETWEEN FILLED CELLS WITFIO T OFIR NG6 ARE $FEAR WALLS. SQ.FT. CALC. S LIVING 2312 SQ. FT, GARAGE 538 60.FT. ENTRY 50 SQ. FT. COVERED LANAI 201 80. PT. TOTAL 3161 SQ. FT. NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER CN METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND IQETU1 N AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. BE EQUIPM0 UT SOLID WOOD GARAGE DOOR& NOT LESSBIDENCE THAN 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' BRCS. LESS THAN 1 3/8' (35 MM) T141CK, OR 20-MMUTE FIRE -RATED DOOR&. RADIUS CORNERS, SEE PLAN BRACKET4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 21X6' STUDS • *1 O.C. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP 38 MATERIAL TO CABINET& INSTALLER SHALL INSTALL FLAT )BAR REINFORCING KITCHEN BABE C Q 4 BRACKETS AS CABINET3 NECESSARY. 4 A BA RTBDETAIL a!Oma90oloaBTB Nw21% Q B BOIMNE NOTE INIM4i11MMD R9MIN8 ANDTI'PE FOOTAGE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR, MIN. CRITERIA SGD. MIN. 12 5 21.2/-263 CRITERIA 16010 O)ND. 112 5 209/-24.S S010 O.W.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=H, EXP.-B, MEAN ROOF HT. - 14'-S" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WINDRLOAD VALUES FROM THE PRODUCT UFACTURE MAN.COW DAIS 011M A N C N IT E C T N GrouS� 1441 N. RONALD Ell REAGAN BEND. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoolowoup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 8134188.2802 SILVERADO LOT #1 BLK #15 Ci���S� •il:tl:i�7 FLOOR PLAN 23 8*1ZEm Al FLOOR PLAN SCALE, 1/4' ° I'-0' �----------------------� / WINDOW \ I RAISED I STUCCO I EkAND WBVDOW RN I RAISED I I Sip I I 5' BAND I I +I' m •I� i0 I I 5• I I I I I I DETAIL DETAIL � I\ A SCALE: F. ` B SCALE: I'• I'-®' / \ \ — — — — — — — — — — — — — — — — — — — — — — — — — — — / RAISED \ \ STUCCO I BAND I SIDE ENTRY SIDE ( LITE DOOR LITE I •I' s �n •I' I I 5 s I I I j DETAIL j \---------------------------- I STUB \i I BAND g • I I � I GARAGE I DOOR I I\ E DETAIL IS, -a, RI 41 . - — - — - — - — - — - — - — - — - — - — - — - I-OT 8HINGLE g -� ROOF NGT Y------ TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FCCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, REAR ELEVATION loll _ _ IftI I■I I■I 101 ImI INI m1mi MO AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1518.72 - 759.36 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN, PER VENT 759.36 /115 TOTAL# OF V ENTS REQUIRED = 6.60313 TOTAL# O F V ENTS PROV IDED - 7 IN PER SOFFIT VENTILATION AREA = 11.736 LIN LINEAL FOOT = 759.36 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EA FT OF 'AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF W ALL, NO OVERHANGS INCLUDED ILC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde3lgngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81'3896.2628 FAX: 813886.2802 gunz)zv. ac z.o'r SILVERADO LOT #1 BLK #15 -C-3 1 Nlq FRONT & REAR ELEVATION .: D" 1 ecwzLE: 1/4"=1'-O" 1 A2D 6H0JGLE ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12' HGT. OT _ FKs. ® I-0 TEXTURED 9 FINISH 0 V -gyp c� to - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - --� LEFT ELEVATION SHINGLES g� ROOF v OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT Y- 0'-0' FIN. LF FOAM CAP TEXTURED STONE TEXTURED F-1 ® FINISH VENEER FINISH io 9 ib ,DeF-- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ---- --------------- -- RIGHT ELEVATION (TEXTURED FINIONT LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abd"gngroup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686.2628 FAX: 8136BS•2802 DATE:: 09/09/20 SCALE: Si4E= A3D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -.e Nv CUTLET aE Alp WMA FON xov amaT II.V OYnET W or DAVIT AAIED TO MUTE+ GN IIOV In, n rw Memo PALL NllmrlM RAMFM �} 770V CURET (owm eoPma IcN yII�� -�1-CN GI�IIAT NMNI/Rmrll.T WATCH SWTtJI SENT OFER EwrcM 4-Iwr DEER •_o of MOINIaC ��J a" L.:a CEWNG LOW © LED CIA LOW LED VAPOR © I, FROG LOW Q„P VAPCR PRp2F Low OM=Nw e eVAIN. FM : oRI FER EM R. Vla. FAIN AALIHr I OIA'1 PM mR Fi. I+ talscr TEo Arc ® 24LLR AAAAF /1.21ND t � ° O L tW1! nNTJ RUCRaacow 4' RecllKBR 4' IRA= UaNr 0 PANEL � rETle OS.D. own o nown omen ®eANaM '� EW Om1EG7m N A DIeTAN Q OF NW LEN N TM1' PIOOR L09 tJ� I"MIAL am ► TEJE�IQE JACK AUIM AIM DEap.�cr AM SM AM ON FE MXVWC« JACK TO N MIPpirm N O J•EON ACOpOYCII W EON MAW AS MUM TOR TO N MATORnD N Oahe PAWLWR .AppplpANd W IM Alla11LT1 Naa pO� 24' INDA VEecla Lwrc ~ A4OG� 26. NCAIOEAcart LOW ~ l89 4YLwANDRICIR ILOCD LOW - On.TADapaARY KL'1 • PA NW-ImON FOR OM7a ur FORT • LOCATION OF TV JACKS A PHONE ="An 4 PAW TO N VERAaED . NOMEow4m PIAE COtMiRICIICN ALL / a • ALL A >e N AR: Pra.T ELI CN DqL rA-Pmt 1410 NN FROIECIm Fla ELEDTIECAL F+eDVIs1DIa OF IEEE MIN MdT101 (fRIV . NRe 2eNa Eau .DTTex • 2/ AI* DEDICATED LAW ORpET. • ON . MLAIO (NOT CH KITOAN C %W) Downes M owamlow To N Lomx N PAWL • WTMW M DOWIT PAN TO NAVE MIN. CAPACITY OF W CM NTlmainNT ■ER BLECTMAL FIROV16IQM Q eECICN Msmv GECTMT • PIMMD@U RS"PTACLE N 611M1D FAULT CACWT-NilmmIPTER rWTMION FOR POMMEL ON INWIr • 111100 METHOD 614" N NON IETALLIC CCALE PER RECTRCAL FRWIMCNe OF mm lm m O.NTJ • ALL WCIK M CQaiY 2A7N fa.aGTIAICAI PRDNMONS Q 1W • 1aR L�tl1aaN MIrY M N�1Y M.GMI TRR PRR r �1 1�\I i \ �/ I UR'JL1 L- — J ------------- CMBED � I I \ BEDROOM �� q__ BEDROOM 1 4.CLG FANPRE-WIREFORCLGFAN u-� \II1PSD L----------- J \ \ � SD J-- ®SD/CO ZZ / 1 CL ISE O' BATH 1 / I GREAT ROOMJ� \ \ \ AA TION --- I COUNTEIRDER FOR FOR WE�ryry / CLG FAN \ /7 7d OI® I \ 1 j Y! W.I.C.It ------- — — — — — — - I \ to ----1 ---- iaTCHEN BEDROOM DINING \I ROOM 1 OPT. DINING PAN. FIXTURE Cr_ Q� I 1 i r nii CLGP \ j I'SO/COqp / GFIM GPI• \ � 44'AFF(0 �44'AFF. 44'AFF. \ L— /— J OPT\ o . \ LIGHT I L.T. DAM IFMR SWITCH IN \ ATTIC 1 ACCESS I \ SD GPI CLG.,b GFI OL&($ / OUTLET GARAGE OUTLET BEDROOM / Z.IL / — OUTLET FOR IRRIGATION TIMER . GFI b FOR am j CLG FAN I ® ®-----I--- I 6' I I N I I I I I I I 0 I I I I I A I I — IEl- -------- ) LED LIGHTING C DOUBLE LAV. BATH I ELEC. FOR HOOD/ MICRO ABv. LED LIGHTING C� SINGLE LAV. BATH 2 LED LIGHTING C SINGLE LAV. BATH 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE #D2) HOUSE PLAN: 1 2368 MODEL 2368 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 7104 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3,000 1 LAUNDRY CIRCUIT AT 1,500 1 RANGE AT NAME PLATE RATI NG OR COOKTOP/OVEN 12,000 1 WATER HEATER 4,500 1 DISHWASHER 1,200 1 CLOTHES DRYER 5,000 1 DISPOSAL 500 1 MICROWAVE 1,500 1 REF. 1,200 SUBTOTAL OF GENERAL LOAD 37504 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,000 REMAINDER OF GENERAL LOADAT40% 27504 VA.X 0.4 11001.6 TOTAL NET GENERAL LOAD 21,002 4 TON HEAT PUMP d128 AMP X 240 VA 6720 10 KW ELECTRIC HEAT AT 65% 6500 NETGENERALLOAD 21,002 NET TOTAL HEAT 13220 TOTAL LOAD 34,222 FUTURE GROWTH 10 % 3422.16 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERSSERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000VA @ 100%, REMAINDER @ 35% NET 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 q2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE S 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE S 4/0 AL. 1 -4 AL GND IN 2" CONDUIT. (CONOUIT TO TEIWNATE ANOVE SOFFIT R OVRRAANW A 8 G N I T 1 9 T 8 6 Groin i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeWgngroup.com AA E: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188-2628 FAX: 813888-2802 SILVERADO LOT #1 BLK #15 PROJECT# PALM ELECTRICAL PLAN 0 K U ILL 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATEMALB AND INOTALLATION6 SHALL COMPLSERVICE Y T14 ELECTRICAL PRONSIOW OP M COMDNATION 20D N•RP Di cr i r�waEs r Ir.6 LA THE PICK MUa EDITION f2011), LOCAL CODES• AND LLE ALL LOCAL POUR COMPANY REGLIImIll11'S. SWITCM AND MLO ELECTRIC PATE:L TITER IN NEMA 2 3 a ALL CONDUCTORS SMALL eE TYPE TNNNnWM WS LHLB" NOTED OTMEIIE � mm eNCLoeIEaE PULLER COI•R•ANY R TELEPMCI! DAELE ISdWTfNT WITRMCE EOWFMIAT INTERSYSTEM BONDING TERMNAL AT / GRADE LOW VOLTAGE CON 111=0NS PRE -WIRE ----- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LKiHT ELECTRICAL PLAN SCALE: 1/4' E I'-m' Pm"m 2// AMP, 00/240 VOLT, I P"m I SECONDARY ELECTRICAL MRACE. PROVIDE S Oro COPPER (CU) N 2" CIA SCN:DULE E/ PVC CONDUIT OR PROVIDE 3 ANO ALUMINUM (AL) N 2" DRA 8CFRDRAE N PVC CONDUIT UNLESS SERVICE IS PROVIOED BY THE ELECTRIC COMPANY. cOORDNATE UNTM TWE ELECTRIC coMpANY PRIOR TO 010. 1 .4 cu SERVICE GISOSD CONNECTED TO C0NNCOIRM DAT : 09/09/20 SCALE: lr.AEEO FOOTER STEEL PER SHEET ELECTRICAL PROVISIONS OF "ICA MNH EDITION (20M) S/E" DIA X E R4 LONG COPPER ND OUND ROD CLWOU El IF r—�� I��I ------------- - - - - - - - - - - - - - - - - - r' N I I I I Q I I I I I I u+ I I I I I I I I I I I L.—__--_ J 2'VTR r---------------------, 2'VTR it �I1/2' I 2'VTR ��i 2 r Qa® 0 I LAV SHUIR we 3' -- I �r\a A�'�LAV 3 2'VTR I I I u TUB, ( V I KITCHEN A 2' I we I 6INK uu 2' � 3 3' I AUTO VENT i0 ` �10 3'2'ip wABHER q I Id 3' L------ — ! I CO 4' - — - — - — - — L_---------------J ii 11 �I 4' I I 'I L' 1 NOTE, ALL PVC PLUMBED TRAPS TO ARE TO BE 'P' TYPE. 1 MAIN 'S' TYPE ARE PROHIBITED. PLUMBING RISER 9 SCALE, NTS 100PT W. I i n � OP�. I D.I n 9 I'-II2'-8' 2'-II' _-- OOPT.o g II L-----J ' L.T. V TUB 11 II'-10' i0 9 --- HB PLUMBING PLAN SCALE, 1/4' . I'-®' ARCNI 19 S Grogue 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeelporoup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2$28 FAX: 8138862802 Dw. 09/09/20 eCIAILM 1/4"=l'-0'. 911WJCT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATW % ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS I AIR DUCT AS PER NPPA 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F 5C 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS, NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAIN ATTIC CEILING O O EXTERIOR WALL PLC y AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR y EVAP. TRAY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRI AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) fSXI 1/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W.2.4 HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL, Ix— OR WALL C.O. PLUG BRASS PLUG SEE SPEC, I'-S'XS' CONC. gLINV. FIN. GRADEOR EXTENSION TO OR PAVING R WASTE AS FITTING OR EDEXTENSION TO SOIL240-K J06AIM 86000 OR WASTE AS INSIDNICKEL BRASS TOP REQUIRED CAULKPTUSPEC N INV. SE LN 1`►S TE F°L.4td FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4' . I'-0' A N C N I T N C T 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-8862802 2X4 TOP PLATE —_ PRE-FA[s TRUSS In' OZ& BOARD Vi' DRYWALL T`h' SECURE DT. — PLATE TO SLAG W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS .24. O.c. SLAD NVIC: aIUWV IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON-BRG. SCALE: 3/4'.I'-0' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S,--�PIPE THROUGH BOND BEAM SCALE: 3/4' • I'-0' m am Los PS& `ST V once arm OR DO e 2B GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS ' � •'ram• SCALE: 1 1/2' • I'-0' FIBERG1-AS6 SHINGLES 2X4 61-F 24' O.C. MAX. OVER r30 FELT PAPER OR SECURE W/ (2)12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER W FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLE6 OR SYNTHETIC RN)DA ON i* O$B. 2x PER STRUCTURAL DETAILS B OVER "30 FELT PAPER OVER'3m FELL PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR k CDX SYNTHETIC PRODUCT, PER SECTION RWS.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON I}' O.S& SHEATHING FASTENER SCHEDULE RW5.1.1 ON J' O.S.B. PER SECTION R908.1.1 STIFFDAGK AT ALL UPRIGHTS SHEATHING OR }' CDX ON J' O.S.D. SHEATHING 9/8' GYF'8UM1 BOA OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR;' CDX PLYWOOD OR 1/2' HIGH OR PER FASTENER SCHEDULE FASTENER SCHEDULE ® I'-0' SECURED PER STRENGTH CLG. TYP. �—�-�+ �• T�� tYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REPIERIENCE MTL. DRIP EDGE oH. O.H. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORME F� CONT. 2x RAT RUN SECURED PER / r PRE" TRUSS INSULATION R-VALUES PRE-ENG TRU86 VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSUSEELATION R-v DEEDS FOR PER ELEVATION PRE'E+• LADLE TRiJ86 PRE-ENG LADLE TR1186 0• 1 WEEP SCREED PER ELEVATION 2z FASCIA PER TYP. V 2x FASCIA PER WEEP SCREED ELEVATION6 CA ELEVATIONS 2x P.T. SECURED PER GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES �SPECIFICATIONS R-4.1 INSULATIONi 1/2' THICK, 2 COAT TRTUCTSPECIFICATIONS PORTLAND CEMENT STRUCTURAL ITEPLASTER DIRECTLY TO MASONRY PENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. Ix2 P.T. FURRING 1/2' THICK 2 COAT PORTLAND STRI1/2' THICK 2 COAT PORTLAND S' CMU CEMENT R APPLIED 1/2' THICK 2 COAT 1/2' GYP. , . UL.DD. CEMENT PLASTER APPLIED 1/2' GYP. WL. 50. DIRECTLYY TTO O MASONRY PORTLANDCEMENT 1/2' DARE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR — _ _ 0'-0' FIN. PLR. 0-0' FIN. FLR — 0'-C' FIN. FLR a . 6' cm 4 4Ca n W/ WINDOW OPENING js\ TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLS 2:4 1-STORY HIP BLOCK WALL (( )LAYERIUN ERLAYMETO LESS THNT SYSTEM O1-STORY GABLE BLOCK WALL SCALE: 3/4'.1'-C' IS REQUIRED. FOR ROOF SLOPES SCALE: 3/4'•I'-V' OF 4:12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 615'1 A7Group-" 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 92750 PH: 407-774-6078 FAX: 407-774.4078 www.a6deaigIgroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUNIONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813.886.2802 Dw09/09/20 SCALE: 1/4"7"-0' E11*m a' D1 I4g 2X6 P.T. • CENTER OF DOOR MADER SECURED V N V!' X V J-DOLT RV 4' MN EFIDEDI'E74T W/ 2' X 2' X I%' WA6FIER 4 PINT OR WV (2) VJ• X V ANCHOR 80LT6 W/ 4' MN EMDEPIlEW aV 2' X 2' X VW WASHER 4 NUT— �SECLtl4E 2.4 0 m PLAT TO WA W MNAASILS.ONRY E I &47T6, 6 4- MIIL"G'bIDMQJT. YV a• X 2' X V6• WA"It 4 NUT. (U UTWIN V OF TOP. (U WITHIN 8' OF THE DTM, EI IE NJ kNr NOTE6. ALL ANC11011116 6HALL DE IN ACCORDANCE TO MMUFACTURBR'6 INGTALLATION INSTRUCTIONS WHERE SUCH INSTIUCTION6 ARE MORE STRINGENT GARAGE DOOR t BUCK ATTACHMENT .�. ur- 8' CMU V DRYWALL I'X4. OR I'X2' P.T. NAILER ❑ IX4 P.T. OR %'X4' MIN. SECURE TI-M FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑ W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WDDIDOW TO BLOCK +3 4 OR +6 4 E, N.T . 2X4, m SECURE TO BLOCK W/ V., TAPCONO OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 18' OC. MAX SPACING, 2X6:= SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 OF EACH END 4 8• SECURE TO BLOCK W/2-� MIN. EMBEDMENT I Y4 ) 4 MIN. EMBEDMENT I Y4) 18' OC. MAX SPACING. �. 2X8•. m ❑ 1'X' TAPCONS LAIN. SHARK SIZE .145 MIN. HEAD SIZE 300 WITHIN V OF EACH END WITHIN W GMU DRYWALL 4' OR I'X2' P.T. NAILER OOR CASING DOOR JAMB OR WNDOW TTACH TO 2X PER MANUFACTURES DETAILS. 18 =. MAX SPACING.- NOTE. SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2' n t OMW TO BLACK +1-1 ' kZ)SCALE, KTA. 2X4= 2X4= SECURE TO BLOCK W/ Ya' TAPCONS (MIN. 614A K SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/1-Ya' NON-STRUCTURAL V.- TANF'CONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 IS' O.C. MAX SPACING X4. OR I'X2' P.T. NAILER 2X&. SECURE TO BLOCK W/2-%. OJS$. X 4'MINTAPCONB(MIN. SHANK SIZE J45 CASINGMIN. �'A=IAC HEAD SIZE 300 JAMDOR INDOW MIN. EMBEDMENT I Y4) H TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 16' O.C. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-D * t/DiDOW TO HiACK +1 8, E. KTA. 2X4,m SECURE TO BLOCK UY TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X IV OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/1-%, NON-STRUCTURAL TAPCONS TAPCON MIN. 1 i4 (MIN. SHANK SIZE .14E EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) 8. CMU WITHIN W OF EACH END 4 J�• DRYWALL B' OC. MAX SPACING' ❑ I'X4' OR I'X2' P.T. NAILER 2XSc D SECURE TO BLOCK WW2-%* OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +2 in1 WINDOW 'n TO BLACK +2 1 4y SCALE, KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK W/J-Y.-NON-STRUCTURAL TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .14E EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 1f' DRYWALL WITHIN 8' OP EACH END 4 18' O.C. MAX SPACING. D X4 OR I'X2' P.T. NAILER 2XD42alo SECURE BLOCK W/J-%' (MIN. DOOR CASING 814AW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURER DETAILS. no,bw rwmmron y roowro Akl DOOR JAMB TO BLOCK +3" E ALE: 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6. SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL RNr' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8• CM V OF EACH END 4 J�• DRYWALL IB' OC. MAX SPACING. 2X8,m a I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK V2-i(�' 2X SECURE TO TAPCONS(MN. SHANK SIZE JCTURAL MEMBER 7!!�( J45 r2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 D 4 6' TO 8' OC. MAX MIN EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAM15 OR WINDOW 18' OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" t ' 8GE, N.T . RTA.W TO BLACK 3" 2X4= SECURE TO BLOCK UVY4 TAPCONB(MIR SHANK SIZE .145 MM. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 IW O.C. MAX SPACNG. SECURED THROUGH 2X6:m NON-STRUCTURAL R1(b' SECURE TO BLOCK WA-1/4' TAPCON MIN, 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , cmu MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACIN G. •X4' OR I'X2' P.T. NAILER 2XBm ❑ SECURE TO 15LOCK W/1-1/4' Y.' O.B.B. X 4' MIN. TAPCONS (MIN. SHAWL SIZE J45 DNG [DOOR CASI MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' OC. MAX SPACING. MANWJFAGTUREB DETAILS. wm wF r rataaD ro nns+,rs roe nor ae�;•� DOOR JAMB TO BLOCK +3-7/16" G WIN K BLOCK+ 7 16" Sul L : N.T . 2X4= SECURE TO 15LOCK UuYW TAPCONS IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN VOF EACH END 4 NOTE, STRUCTURAL 2X IV O.G. MAX SPACING. MUST DE ON OUTSIDE 4 2xbm SECURED T14140WH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CM WITHIN 8' OF EACH END 4 IS' DRYWALL 18' OC. MAX SPACING. PX4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4'I&OOR P.T. X 4' MIN. TAFr4M CASING (MIN. SHANK SIZE .145 MIN. DEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 10' OC, MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H W TO B +3 4' E, N.T.O. A N c N I T E c 6 ropuL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774+1078 www.abdoOgngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 643E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 81388E-2628 FAX: 813-886.2802 sLJHDIV. 1e LOT. SILVERADO LOT #1 BLK #15 IIC.).1 40! DETAILS 13 aA� 09/09/20 N9HffiIDT D2 A R C R I T I C T S Nam APPROVED BUILDING BRAD SMALL BE LAPPED A MNMIM OF PER SECTION RI00.7 6' • VERTICAL LAM (ROLL ENDS) a 6- • HORIZONTAL LAYS. Exterior use of podknd anent pester ALL SEAMS NEED TO a TAPED LATH VERTICAL LAY TO BE 1' shaN o ply wltn the epplloatlm UMT14 FORTIOER 6HEATHING TAPE \ requi—ros of ASTM C 928.12A. / \ Installation of exterlor latNng and heming �w PI@OR•ED CONTROL JOINT / i � 10 ! COAT CEMENT shall w1d1 ASTM C tOSS 12A. I II n FLANNGE OF CORROL JOINTS / \ Group BE WIRED TIED To LATH a S' \ U ft LAYER 9, FORTFIE ER or— MAX (VERTA bom DO BUILONG PAPER / r m,. LAP . rsrat un+ \ NOT FASTEN CONTROL JOINT TO 1441 N. RONALD RFAOAN BEND. BALL EVEN F 6TIA EX16TO LONOWOOD, FL 3 750 BEYOND EXCEPT STAPLES UV APPROVED FETAL LATH �y X X X IPH: Lft MASECURE BE CONTROL 'O TEMP. FASTENED (vERfJ Or— MAX t -� T SUPPORTSX X X FAX: 407 - 7 4-407 FAX: 407-7741078 DURING, INSTALLATION Ulie LAl'ER'I, r— — — — �AA�Igngrou O03S25 Dup.com METAL LATH 4Ys4' 6ELP-ADHERING FEI•ERA/NE 6 PASTENER6 TO BE SPACED STUCCO BRAD T'LA6NSl0 (COMPATIBLE W/ HIOJ6E 4. • 1. O.G. MAX VERTICALLY URAP MATERIAL) OVER BIOOD SHEATHING; . UM LAYER R, J' THICIG ! COAT CEMENT APPROVED FIOUBE BRAD, j \ DRAFTING BY: ' STUCCO tiRAP I PLASTER R—eiu+ura To ExTEn ane PaPrE I , { �„ A.B. DESIGN GROUP n. ), — Y / METAL LATH 1 . +• r ae LESO PIPE btNb SELF-AN7HCIlNG MErIBRAFe DRAFTING INC. iT''r•.�,,,. ••k " - - as • »: UAtID DYER Q,FORTFIBERZ I DULDNG PPAPER WINE LAYER -2, I�R PENETRATION .'. I U2�TAP HO (C MPAL) ATI OVER 4'? H`OUSE 5438 BEAUMONT SUII'E 1004t:ENTER BLVD. — i / STTUUCCCOO UfAP 4, �. MNG, R-NOVER APPROVED ' TAMPS, FLORIDA 33834 PH: 8134MS-2628 I wou\ � � *. PLA\SkNINOr TO E)fT14ID ONTe PIPE FAX: 813ZM2802 SyAPr n'k WOOD 6HEATNBNG LATH SHALL NOT BE CCNT6810U6 a' To a' v ro v mx TROL. JOINTS BUTUT�8,1 L STOPPED AND CUT AND OVERLAP ONE SIDE OF SEEP-ADFERIHG ME!MEMBRANEBE t7tT eNe a�.EaaeF. Osr± 91DE of TIED AT H.aC44 N BIDE. x h / �[_ r �•w uru '�O"a^� OEj f-Apy VJNS PW A6TC6 / PRONDE 2X4 BLOCKING Ly.. r a,.eR STEP STEP 02 R,ASHIM PLACED RAT MAX. W TO S' ALL w \ / R60M CONTROL JOINT UINEN IOO LAYER g, FASTENERS FOR LATH TO BE NA a OR i STRUCTURALCONTROL TUO FALLS ON 'E. I V!'.r�C STUCCO 11 LAYER 4. PORtF1BER STAPLES IN COMPLIANCE 1W ASTM CI063 BUILDING PARR a 2. WRE TES TO BE Rio. W 0O415' IIIIRE / METAL LATH !. SLOCKNG SHOW MAY BE IN ADOIT17 \ TO WALL STUDS REWIRED PER PLAN 6'xb' SELF -ADHERING MEMBRANE PLASHING OVER 4•x4' VERTICAL LATH 6ELP-ADHE�MEMBRANE I� II II II INSTALL FASTENERS (CLIPS p-'�NG � CAM ED & PAPER DETAIL 6TRAPS, 6TAYLE6) AS \ WOOD STUDS REGllRED TO SECURE PLASHING TO E][Ta1D ONTO PIPE La PIPE) WIRE TO FRAMING 4St4' SELF-ADFNERING MEMERANE a 6HFAT14M HOUSEWRAP. APP180KD � w w •a w 4a w w LAPS OF METAL aASNNG re ExNo1D aNTO FAME PLASTER BASES SHALL. O FR GICUMING, MEMBERS. D BE BUILDM6 "M" TYPE CONTROL JOINT THEY SMALL TIED PARR IN cONT.BEADGF6EALANT Milo INSTALL APPROVK0RI R OVER AIR UMTN BETWEEN �1b-114. STUCCO INFILTRATION BARRIER OVER U2RE AT INTERVALS NOT .FAME SHEATHNG MORE THAN S' (221-MM). ELASTOT'ERIC COATING OVER STUCCO/ AS PER ASTM C1663 4V. PINION (SEE TYP WALL SECTION) O L FOLD NIaID a PT. A O L FOLD WOOD Pr. A 111 ® L CLASS . n. a bk2lk SECTION t+ FOR REPAIR OF TEAM HORIZONTAL LATH bR ® IN UJIM LAYERS, TEA" MAY BEP TCNED & PAPER DETAIL 3A PIPE PENETRATION DETAIL (FRAME) WA4000E URAP TAPE PER MAR P. SRC. OR N.T.S. FOLD FEEL 4 STICK O Q KIC KO UT O DETAIL WOOD SHEATHING OR CMU (TOLD g141O• ® LFOLD MAIO. R.A � PT.A �.oeAW F-r.6 WRB LAYER NI, ''`#'waFT. 6 aaww.Pcc T STUCCO WRAP (FRAME ONLY) BVHDIV. to LOT L d'AN ePT.O wFOLD Pr.COVRR Pr. _.y SILVERADO saU�FR�roUGEa tt ® ® I. THICK, 3 COAT CEMENT LOT #1 PLASTER (FRAME), 1/2' 2 COAT BLK #15 „ X CEMENT PLASTER (CM) LEGEND PROJECT# METAL LATH (FRAME ONLY) 03719.000-01151 MODEL.• o \AX LAPwREi ROOFIWALLTA EovER DRAINAGE PLANE (IURB GARAGE s,.INC: �,� LAYER *I, STUCCO WRAP)RIGHT aidl�OL oa 3 PACE: I' THIOC l COAT CEMENT z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 (FORTIFIBER WALL IWs cwwpLA6Ta(cr4USDDAT NAIL OETROOF DEAL HGKNOT BUILDING PAPER) ASSEMBLY UMLAYER -2•FORrwISER WALL SHEATHING)BUILDING PAPER m am oar) IUMLAYER e, �+ --CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X DETAIL STUCCOttIRAY(Ru mOLY) INSTALL WITH ROOF CEMENT LAP LAYW OF DU LPM 4RAP OVER HALM RAWL STOP �� I STUCCO a'� mw" on CHU tDOBBOR ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING � 3 gPKAW T� a I SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION R-1031.1 /ASTM G-841-09, MIN. 2.5 LBS. Pam' PER SQ. YARD (UTILITY OR NOMINAL ISCALE:1/4•_120" INAu 1NI.r.o,tlF. wasp wr. DY.6AP som"aft"'FfCNAI1CALLT PAO ►,,,.P LATH DOES NOT MEET SPECIFICATIONS) 81 EET FAGM4'°`"""L FLASHING N.T S. (:�)­ W A 1 INSTALL V SEM LF-ADFIERG A N C N I T N O T N MEh16RANE FLASHING OVER STUCCO TOP, BIDES) AND BOTTOM FINISH FLANGES. OF NON -MOVABLE FRAME OF THE EXHAUST. &' SELF ADHESIVE WOOD CONSTRUCTION FLASHING TO BE, OVER TOP 1 SIDES I. BOTTOM. 2. BIDES. 3. TOP X: VENT CAP 16 TO BE SET IN BED SELF WOOD SHEATHING f 01, „n .� OF SEALANT AT TOP AND FLASHINGrou �j' SIDES ONLY. SEALANT IS TO BE WRB LAYER G TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. .. j„ E-Z DEAD ALL AROUND PREMANUR DRYER LONGWOOD, FL 32780 VENT -APPLY SEALANT ALL VENT CAP (SET IN PH: 407-774-6078B WRLAYER 02, F-ORTIF15ER FAX:407-774-4078 JOINTS AND INTERSECTIONS CONT. SEALANT) www.abdosiiMgmup.com APPLY SEALANT AT PERIMETER OF BUILDING PAPER NON -MOVABLE FRAME AND STUCCO AA N: 0003925 BACKER ROD ON ALL SIDES.A CAULKING * JOINT SEALANT • ALL AROUND TOP 4 SIDES d' THICK, 3 COAT CEMENT WOOD SHEATHING IF DRAFTING BY: PLASTER LAYER -1. A.B. DESIGN GROUP I PER SECTION R703.7 STUCCO WRAP DRAFTING INC. Ext9ft WhlnG and plNwtedrio LATER n, FORTIFIBER 5439 BEAUMONT CENTER BLVD. BACKER ROD I Exterior use of portland cement plaster BUILDING PAPER SUITE 1004 shall comply with the application DRYER VENT (BLOCK) UKs' TO ��MIE WALL TAMPA, FLORIDA 33634 "x. requirements of ASTM C 926-12A. METAL LATH PH: 8134186.2628 WOOD T/S' 7EMUIfED FAX: 813.866.2802 k Installadon of exterior lathing and framing CONSTRUCTION FM18N • YJOOD shall comply with ASTM C 1063-12A. FASTEN TO WOOD STRUCTURAL 6' SELF-ADHESIVE MEMBER a r Or -MAX WPM LAYER h, i .:x : FLASHING 6' CMu E STUCCO WRAP r I OVER'QUICK HOODED VENT BUILDING PAPER WOOD FRAMED V To K' nio.wALL nsmo ivMan FLASH' f — — — —1 WALL - --- J' Tt•IICK, 3 COAT CEMENT PLASTER = �$ METAL LATH _ HORIZONTAL WEEP SCREED ue'zb LAYER n, FORTIFIDER PAL THROUGH ( FRAME TO FRAME) 6' IUDE STRIP SELF Q UIRD LAYINS PAPER 1'x ADHESIVE FLASHMG, CLEAN IBUILWOOD 6WEATHMG I� MASONRY OEFOIE APPLTMG 6 TLD DRYER VENT ( FRAME) b' SELF ADHESIVE FINISH •MASONRY FLASHING(INSTALL ® HORIZONTAL WEEP SCREED PER MANUF. SPECS) (FRAME TO BLOCKS BUILDING PAPER WOOD OWEATHING UNDER 'QUICK FLASH' S LAYER h, i9{� STUCCO WRAP LAYER n, FORrIFIBER OUILDING PAPER STUCCO LAYER P WOOD CUT OPENING M STUCCO WRAP • Cq,NS�T� APPROVED HOUSEWRAP ` A VENT PENETRATION FOR BOX INSTALLATION METAL LATH SCALE: N.T.S. CUT 'X' INTO S Cnu VINYL CASING BEAD UIRD LAYER'1, SELF -ADHERING V 61 RAGED Betio STUCCO WRAP MEMBRANE FLASHING V TON MID -WALL I APPLY SELF-ADI•IERING x �. NG MEMBRANE WOOD SHEATHIFLASHING OVER BOX AND OVER APPROVED WRB LAYER 6' WIDE STRIP KELP 01 ADHESIVE FLASHING, CLEAN nA6oNRY BEFORE APPLY5 T E P #1 STEP 02 MG Z FLASFIM6 ST7HDIV. 41e LOT ELEC. METER FIEL i APPROVED SILVERADO STONE VENEER VERIFY LOCATION ELEC. METER FIELD BE �1WR41' WRB LAYER ry, LOT #1 OVER SCRATCH COAT VERIFY LOCATION STUCCO WRAP BLK 15 APPLY STUCCO SCRATCH GOAT CUT SUCH THAT 9 APPLY 60 MIN SELF•ADHERING PROZMCT# HORIZONTAL WEEP SCREED NO MEMBRANE = GRADE 'D FELT MEMBRANE FLASHING 03719.000-01151 AND ONE llI LAYER OF PAINT ENTERS BOX, OVER 1[ODEL W STONE VENEER PRIOR TO INSTALLING ELEC. APPLY TOFACE �� T METER GARAGE BIWING: (FRAME TO BLOCKI WOUSEW D RAP RIGHT CAVITY TO BE FILLED oupAGg, WITH RIGID POLYMERIC UIRB LAYER 02, FORTIF15ER LEGEND ISOCYANOTE-POLYBLEND FOAM ILDING PAPER WALL ASSEMBLY ('GREAT STUFF' OR SIMILAR) 5TE P #3 STEP #4 APPLY A SILICON DETAILS DRAINAGE PLANE (WRB BASE SEALANT AT POINT 150 LAYER Ml, STUCCO WRAP) THAT ELEC. WIRE PENETRATES ELASTOMERIC COATING OVER WRB LAYER STUCCO/ C.v. FINISH (FORTIFIBER — — — — — AREA TO RECEIVE APPLY E-Z BEAD (SEE TYPICAL WALL BUILDING PAPER) STUCCO SCRATCH COAT OVER 60 MIN ° e.e SECTION) METAL LATH x—x—x—x t 1 COAT OF PAINT W/BACK- GRADE 'D' ROLL �QB TO FELT -PROVIDE ve a METAL LATH SEALANT AT ALL STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH JOINTS AND INTERSECTIONS ° . e • o • s ° COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT NOTE: DAR 09/09/20 METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT STEP #5 STEP #(o SCALE: R103.1.1 / ASTM C-84-1-09, MIN. 2.5 Les, 8 PENETRATION ELECTRICAL RECEPTACLE SHEET PER 50. YARD (UTILITY OR NOMINAL dV LATH DOES NOT MEET SPECIFICATIONS) O �VA� WOOD SHEATHI WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION INJILDINO PAPER V4 HAT CHANNEL J' THICK, 3 COAT CEMENT WAi' TYPE 'x' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCREED TO 8HEATHIN0. BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING f ` WEEP aroeen WRB LAYER 1, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER _ �. ' 6' SELF-ADHEREMG 166.UAWC-T6O CUSTOM CA FLABHI WRAPPED "y • TOP OF WEEP SCREED TO 6HEATHMG BELOW i WR8 LAYER 1, STUCCO WRAP i:l •' �'- - ' . i WRB LAYER 02, FORTIF BUILDING PAPER 6' SELF-ADHEREI MIRE LAYER Oil FLABHI WRAPPED STUCCO WRAP • CORNER OF CANTILEVER W POSITIVE DRAM AMICO AM66-W911C-T60��� WseP a�-seen CUSTOM CASING LEAD _ —__ NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE. I U2'•I'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-641-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/ I F E61LIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD J' THICK 9 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH WITEXTURED 4 PAINTED WOOD SHEATHING FINISH — p THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM WEEP SCREND VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66MIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER W816TIVE BARRIER 1 WEATHER RE818TIVE BARRIER •2 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH RED PANTED WOOD SHEATHING FINISH FINISH J' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD WEEP Ar_peen NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ' @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TIHJ66 FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF WEATHER RESISTIVE b' PEEL 1 SEALANT' JI' MIN. BARRIER -1 STICK • DRIP SPACE FROM DRIP WEATHER RESISTIVE EDGE TO FACE TO TREX BARRIER -2___- DECK i' THICK 3 COAT CEMEN PLASTER VARIES METAL LATH )4 GAP FOR BACKER WOOD SHEATHING .I I JS'XI %' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CABI BEAD WATER PROOFING lot WEATHER RESISTIVE EXTERIOR GRADE LAYER (2 LAYER PEEL 5 BARRIER 1 DRY WALL STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 12 3 COAT CEMENT CAINTILHVER..oasr� 4' POSITIVE DRAM"THICK DEEP SCREED PLASTER 6' PEEL 4 STICK • DECK MEMBRANE. VINYL CORNER BEAD DRIP EDGE TO DECK EXTEND OVER DRIP NO GAP M FIELD VINYL CA6MG BEAD SUB FLOOR (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA GALV. SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE SET M FULL BED OF >y: FI BmIULATE $ ACE T,VFROM MIN SPACE FROM DRIP 0 ,CANTILEVER WOO IREX) WOOD (TREX) FILLER CONTINUC RACE TO TREX DRIP EDGE y FOR I5 4 ' VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER PEEL 4 STICK) MA RESILIENT HAT CHANNEL LAYER (2 LAYER PEEL 4 8TICK) WRAPPED F4RON1 BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT LEGEND PLASTER METAL LATH DRAINAGE PLANE (WR5 8/8, TYPE DRYWALL WOOD BHEATHI LAYER "I, STUCCO WRAP) wrtExruRHD 4 PANTED BAA�ER�816rNE FINISH— WEATHER RESISTIVE WR5 LAYER #2 (FORTIFI5ER THIC MAST R3 COAT CEMENT E024' PF•OSI R 081TIV02 DRAM - • - - - - - - - IICCP BUILDING PAPER) VINYL COINER BEAD VINYL CASING BEAD W.31 METAL LATH x-x-x-x NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE86MIE6 ONLY) BALCONY DRIP STUCCO 11 EDGE INSTALLATION WOOD SHEATHING SHEATHING � WOOD SELF-ADHESIVE FLASHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING ® 71' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER �CORNER BEAD � FRAME 1 `T- L"1 2 CORNER BEAD (FASTENER t SPACING m 1' O.G.) ro > CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY iT6 CORNER BEAD ® BLOCK WQB LAYER 1, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER—� METAL LATH i' THICK, 3 COAT CEMENT PLASTER 16'SELF-ADHERING— FLASHING WINDOW FLANGE WOOD SHEATHING LAYER 01, STUCCO WRAP tWR5 WR5 LAYER 02, FORTIP15E BUILDING PAPER METAL LATH iJ' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRIS LAYER 02, FORTIFIBER BUILDING PAPER --- METAL LATH —" i' THICK, 3 COAT GEM PLASTER �CI h'SELF-ADHERING\ FLASHING 15B CASING BEAD ® WINDOW ( FRAME, NO BAND COLUMN SHEATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 6' SAP. \ PEEL 4 STING I WxY 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT. JS' MN. DACE FROM DRIP FACE TO TREX VINYL CASING 6EAD WATER PROOFI \t • LAYER (2 LAYER PEEL 4 STICK) N WE TMR RESISTIVE OR 9 WE THER R O16TIVE IER 4 EX RIOR COLUMN UMrN SHEATHING PEEL 4 6 CK I J6' ' 'L' PLASHI FUL Y EMBEDDED M ®B® � CEMENT \ I JS' 3' 26 GA GALV. ME DRIP EDGE SET M FULL BED OF 1 NXI V P.T. OR SIMULATED WOOD (TREX)PILLER 6EALANT,)6' MIN. CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL C46MG BEAD OPT. SACKER ROD. WATER PROOFI lot MODIFIED 9ID LAYER (2 LAYER PEEL 4 3/4 RE61LIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH SE ®� 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED WOOD SHEATHING V FINISH i' THICK 3 COAT CEMENT 4� ITj�yITj.�p2@ DITI�DRAM PLASTER yEPQ VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING. BEAD —� SEPARATE ACCE88MES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTS UL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134W"628 FAX: 813.668.2602 PLASTER LEGEND WOOD SHEATHING Y; GAP TYP CAGING DEAD THICK, 3 COAT CEMENT PLASTER TO TRIM METAL LATH DRAINAGE PLANE (WRB IX TRIM MEMBER LAYER GI, STUCCO WRAP) WRB LATER PI, •STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER -2, FORTIFISER WRB LAYER 02 (FORTIFIBER — - - — WOOD SHEATHING euILOING PAPER BUILDING PAPER) WRI5 LAYER 4, POWIFIBER SIDING WOOD SHEATHING METAL LATH x—x—x—x BUILDMG PAPER it.= ;. z� WRB LAYER 01, I STUCCO WRAP STUCCO METAL LATH i �• THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER s�YEj AP LAIR N, WOOD SHEATHING ' STUCCO WRAP STUCCO A III ON I T! 0 T i EM�oe* L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeWgngroup.com AA N: 0003325 BUILDING PAPER SELF-ADHESIVE FLASHING DING BY:mmlN 6'SELF-ADHERIN ' METAL LATH CASING BEAD NOTE- A.B. DES GN GROUP FLASHING ! DRAFTING INC. ' THICK, 3 COAT CEMENT FLAB ING OR PEELL 4 STICK ING G4388EASUITE CENTER BLVD. VINYL ANGLED EXPLODED-_--------------------------------------------------------------- - ---- -------------- CASING BED VIEW FOR PLASTER �T+ J' THICK, 3 COAT TAMPA, FLORIDA 333634 CLARITY) SIDING 1 O STUCCO CEMENT PLASTER PH: 81388&2828 CASING BEAD SEALANT FAX: s13 se&2so2 � METAL LATH `��`, 18 , DRIP CAP (CROSS SECTION) WINDOW FLANWM LAYER fl, STUCCO WRAP 1 VINYL ANGLED " WOOD CONSTRICTION I / CASING BEAD " ' °E1ONp WINDOW FRAME ,( WRB LAYER 52, '.; 3 w000 SHEATHNG FORTIFIBER ; a WRB LAYER •!, PORTIFIBER r ER -1 rrve i BUILDING PAPER BUILDING PAPER i UMATHER RESISTIVE ' iTf/ i BAIueIER12 /% `\ i E-Z BEAD VINYL CASING METAL LATH .�j; l x�Y L� GPM � , (LLV%' FLEXIBLE PVC BACKER ROD) j' THICK 3 COAT CEMENT RAGW d PLASTER \ , S eELP \ I �SISTME 1 1 I � &'SELF-ADHERIN STARTER STRIP ' `�\\ ' DER �618TIVE FLASHING I I iy r 6eLP•ADHeRNG i WRB LAYER fl, STUCCO WRAP, I w w i 1LASHING I WRAPPED AROUND FRAMING 1 &4LVV TAL MEMBER ME ' DRIP CAP � METALVV z Ron 6' SELF ADHESIVE FLASHING 1 I x 6• A I WOOD SHEATHIN WINDOW FLAW , 2X FRAMINGCASj CASING BEAD (9) WINDOW "r'x6'SeIL 'ATEV MEMBER DETAIL BELOW EXPLODED/ Tw (FRAME, W/BAND) �� P W1,I1C110A11ISLEIR FOR CLARITY 1 5 C , OR APPROVED SEALANT -------------------------------- SIDING TO STUCCO ® BLOCK TO FRAME P3 GOAT CEMENT WOOD SHEATHING 9 TRANSITION CASING BE D PLASTER ' SEALANT TO WINDOW METAL LATH METAL LATH NOTE: I I sT7aa:v 4k I,OT METAL LATH: LATH TO BE PER SECTION WRB LAYER »2, FORTIFIBER SILVERADO R103.1.1 / ASTM C-841-013, MIN. 2.5 LBS. 1 WINDOW FRAME BUILDING PAPER LOT #1 SWRBGCOYWRAP U1001) SHEATHING ER 01, PER 50. YARD (UTILITY OR NOMINAL WOOD SHEATHING BLK #15 LATH DOES NOT MEET SPECIFICATIONS) i PROJECT# WRB LAYER 02, FORTIFIBER 03719, 000- 01151UODEL. BUILDING PAPER ! woo CGMTKICTIONOND — DESTIN WRB LAYER *1, WWOOW6WATHNG PLA MAOHERNG I I GARAGE 8lrMG: THICK, 3 COAT CEMENT STUCCO WRAP RW--elernE /� I w6aTHERREeISTrvERIGHT PLASTER i/ \ BAR IER PI TO LAP WRB LAYER fl, PAGE: • BIER IRYESISTIVE , �, OP 'I�' PABOVE6TOP i , WRB LAYER 02, 1(� llfly LAP6IDNG �� STUCCO WRAP WALL 1=0RTIi=1BER BUILDING w� vtAL I —THERRESISTIVE 1 1 ASSEMBLY 1 BARKER - i &' WIDE PEEL 4 STICK i VINYL ANGLED PAPER FL�A°"'°'°"G �� 4 / �aSTNe OVER FLANE I DETAILS CASING BEAD / \ \ / WINDOW FLANGE 1 METAL LATH STARTER STRIP �. . pgLy�p MerAL VINYL CASING BEAD I I I' FLAOWNG, E-Z BEAD VINYL CASING on 11n THICK, 3 COAT \ apt 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) (EXPLODED 8 �,- VIEW FOR CEMENT PLASTER aALw META1 WEATHER ReSISTIVE MEMBER -APPLY FULL 7 PLASHNG STARER PI TO LAPBED OF SEALANT BETWEEN CLARITY) I x!�''uL R °oRiMrLAA°e ABOVETOPFLANGE 4 BUILDING WRAP e•z BEAD vnarl .•..o-az x S' S BUILDING 2U I rvwX, PLexIBLE PVC / TRa I� WRAP S' 06ADCMRoo) \ / seLR-AD/4SRN6 -------------------------------------------------------------------------------------- S' SELF -ADHERING I , I S-464 G PLASHNG \ • Tµ ASTeR \ i OR APPROVE } SAA SRTHER ERI^!'MSTIVE UMATWER DARRER I,CSISTIVE CASINGBEAD @ RAISED WEATHER Prewe We E.Z SETD VNYL GddN6 BAlaerelea TB CXWt OD8/ Pvc DATE: 09/09/20 17 A BAND ( FRAME) SIDING TO STucC �ERW616TIVE SCALE: 1/4"=1'—O" ® FRAME TO FRAME 16 A E Z BEAD WINDOW CASING sSEET SCALE: 1 1/2' = I'-O' TRANSITION is WA4 INSTALL S'- SELF-ADHERM PLA9100 OVER NAJLNO RJNSE JAMBS I M LO GILL i PIN / PLeweLc ILASNNS DO NOT SEAL BOTTOM RN STEP 6 MIMM"MLY — OLO-UP A ODOS! vuom~ (OR UOC RAP UNDER) L HEAD FOLD N AT SLOPE NLL RO. TO EXTRINOR STEP 2 STEP 7 ALnN FLAMWO W W. XMW OF SILL RO. MEpWtlCALLY PASTSN PAN410 EDSES.(CAP NAILS, STAPLES) "TALL DUPGNT FLE)AIRAP AS TT R.ANIN1 AT TIE UTLT h' P SEALAN AMES ANC uTLr To LAOUIN N .M.PU WLBb OR ISLES OR AM AON[NVE - OaBLE PLASHM vim ORIP CAP ICTO-ARAP NOMY) WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS APPLY OM IOU (O Ij L , ) SEALANT LUPDOUlcm JOINT. P WD APPLIED FLAaHM (LANCO WTE-SEAL RC-M OR EOLIALA ELOPE sILL TO ®1 mom L IT IS THE C40WACTOW RESPaMI ILTY To VERIFY Till COMPATEMLITY OP ALL PRODUCTS NCLUOING NOIMB~ SEALANTS A SELF-ADPCRM PL.ASMINS MARItlALS USED OURS4 CONSTMCTICK 2. NSTALL ALL MATERIALS PER MANUPACT MERS MRITTIN SPFGPICATI" wR tW SEALAMS MAY REACT ADVERSELY P NOT COMPATEILE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME SHOM SHALL BE 11PLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTR)BION BELOW THE WNDOW OPENNG SEAL INTERIOR PERIMETER OF WIDOW WITH SEALANT mgm L IT IS THE CONTACTORS RESPONSIBILTY TO YEPtry TIE COMPATETILITY OF ALL PRODUCTs NCLUDNCL GRA .AMs A 6SLF-ADFEIRNS FLASHND MATMALS USED Oumm CONSTRUCTIO L 2. PLA%M AT EXTSIVIOR UCNDOUB AND DOOR OF' MU SMALL BE INSTALLED N ACCOImANCE UITH MAKFACTUREWD INSTALLATION NSTRUC 14*16 AND APPROVED METIOD U OP MC PWMPM U N ACCORDANCE MTN PEIISTRATON MANPACTWILPS SMTALLATION AND R.ASHNS "TRUCTIONS, WAPINN& WALANM MAY REACT ADVERSELY P NOT COPPATSSLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) laJ SCALE, 9AS'•1'•O' 1/vuN LLC. 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealBTgroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134HIS-2828 FAX: 813-886.2802 SUBDIV. dE LOT: SILVERADO LOT #1 BLK 15 PROJECT# 03719.000- 01151 MODEL: 68DESTIN - GARAGE B'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 23 DATE: 09/09/20 SCALE: SHEET WA5 2x6 SUB -BANS? W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ i/0' TEXTURED FINISH 6 WOOD 1/2' TEXTURED FINISH s CMU / METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� T/a' TEXTURED FINISH • UJDOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA UIRAP SHEATHING �I UM LAYER h, STUCCO IURAP(PRAME CNLY) — UM LAYER 4, FORTIFIBER BUILDING PAPER ..-.-.. (FRAME ONLY) 2X6 SUD 6AND ROCFMG CEMENT DRIP EDGE METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUM BAND ONLY ROOF KICK OUT REMOVED `\\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL Z NOT INTO STUCCO) \ '1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU i 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E VA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'- V SCABBED TO TRUSS W/126 NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 3, x x x x x x x x x x x x x x !4 x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x I WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 111/11 'x4' NOTCH o END, WRAPPED IN PEEL a STICK �U -ROOF CEMENT SUB BAND DETAIL (P WALL ROOF EDGE OMITTED FOR W /KICK —OUT CLARITY A A 6 N IT14 T f 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774807E FAX: 407-774.4078 www.abdeelgagroup.00m AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613886,2628 FAX: 813888.2802 SILVERADO LOT #1 BLK #15 ASSEMBLY DETAILS: SUB —BAND DATE 0 /20 SCALM 1/4"=1'-O" SHEET WA6 4R'-n' 15'6" 15'4' 17'-2" 4'-6' 9'-8- 1'4" 5'-0' 7'-10" 4'4" 3'6' 14 T� OP OF � SLAB ------------------- TE_7 . ----- ----------I FM-i8X18 ------ ----- r FM-18X18 —4-- /� 1 1 3 1 I 1 1.1 1.1 I 1 1 I ii I I '1 I ii 1 I • 1 °° 1 4' CONC. wa SLAB Mir O W I r 71 g1 1 I I i m 4' PVC 1 I 3' 1° 9, 2" 3' 1' I CHASE ,i r ,itiir 1 I 3 1 /2" j 1 it I L------------ ------- I 1 FM-18X18 �� I 1.1 EXTEND-- f � I I SLAB 1 M' ii I I I ii I N I r rrr I rr r! I I n 1 gl 1 fo ii i r I b ii b I 0'-0" FIN. ELEV. I FIN. CONC. SLAB n r r i•1 1" PVC CHASE (f f r4 1 FOR ELEC. I ISLAND 1 ii i i I 1 rr I 1 br ii I I 1.1 i i I I 34'•10' i r 13-2' m rr rr I I I ii I 1 19'6" b 2'-8" 5'-W ----� --------------TE 1 I-0 1/2' EXTEND I SLAB 1 1/2" N I I I I O I I I I I wl s I I 24'4" Y-4^1 2EXTENDSLAB 1 1/2' FM-16X18INr----1-3 L20'4" 6 s'4' 6' oan -512" 4 FM-16Xt8 L---------- 1• FM-16X18 J --J --Tiri ----------- ----- --- ro 4 4 6'4" 6'4" ,-4" 1.1 16'-0.Ilid P6. 81-W 13'4' 28'4- 48'-0' /-4 CONC. / SLAB a 10 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-O'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 AINDICATES #5 BAR, BIINDICATES #6BAR,NINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2A00 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = 2,000 PSI, TYPE'M' OR-S' MORTAR, ASTM C476 GROUT.(3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 601 EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 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 30- LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16X16 16' CONTINUOUS 18, - 121 #5's FMC-16X18 16' CONTINUOUS 18, - 2) #Se #51N CURB VARIES F-24X24 24- 24- 12" 2 s #5s _ (+)0'-0' TEA 8' SEE PLAN 8' 77 F SEE PLAN 8' - 1 s 1) #51N CURB FOUNDATION PLAN SCALE: 1/4" = 1'-0' A N C N I T N C T Ill 6 GroiPL LVC- L"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeWgngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MO.2628 FAX: 8134M2802 rp D TM 09/09/20 NICALIC: 1/4"=1'—O" a>I�a�' s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d 0- O CELL SEE PLAN FOR SIZE AND p •v 'p CL 0 SPACING REQUIREMENTS I- SPACING REQUIREMENTSLu p— C mW W CL FM W Z 8' CMU WALL O W 8• CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR `o' Z tD -I IN FOUNDATION WITH 30• LEG EACH "I +- o- • TOP OF SLAB +- tl-0' TOP OF SLAB d �!/�/� WAY AT ALL CHANGES IN DIRECTIONS I .., ") SO THAT THE STEEL REINF. IS CONTINUOUS ,. ° �.. i MATCH AMOUNT OF CONTINUOUS BARS ( " - EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1•STORY) - VARIES SEE SLAB SCHEDULE TOP OF GARAGE • CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION JOINT (WHERE ^ 4 °. 6' CHAMFER (2-STORY) #3 18' EXT. PORCH SLAB W/ 1/2' ISOLATION 4' CHAMFER (1-STORY) Il4 6' CHAMFER (2-STORY) , APPLICABLE Z SEE SCHEDULE JOINT (WHERE, •T� EE SCHEDULE f FOR WxD, BAR SIZE APPLICABLE) ? 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING Iv AND BAR QUANTITY � N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (1e.2 TO 3, PROVIDE 2 BARS), LINO <RECESS OR _, EXTERIOR MONO -FOOTING EXTERIOR MONO-FOOTINGMONOLITHIC FOUNDATION 2 !� GARAGE SCALE:314'=1'-0• CORNER BARS DETAIL W Lua< 3 LLI SCALE: 3/4•.1'-0' to LAP TOP PLATE A MIN. OF 48' MASONRY UNITS SET AND NAIL W/ 18d COMMON •- 1:0. AT ELEV: 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 w WALL W/ SYP w O a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/1/2'xg' >N NEW REINF. BAR a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP WEDGE ANCHORW/2• RECESS AROUND GARAGE 2'CAPPED ag I EPDXY. MIN. EMBED PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. 0 16' OC %1 DOOR OPENING GALVANIZED PIPE I Lc 8', UNO SIMPSON SPH4 OR SPH6 MAX. `* W/FLANGE ®BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE SCALE: 3/4'=V-W M SPECIFICATIONS FOR ANCHORS W/ Iod x 1 1/2' = M USE AND I COMMON NAILS FILL ALL Fo „ �, PREPARATION OF HOLE. HOLES, DO NOT USE Iod Lu w ¢ x 3' ¢ SEE SLAB SCHEDULE ¢ LAP TOP PLATE A MIN. OF 48' SECURE FLANGE TO Q AND NAIL W/ 16d COMMON SLAB W/(4) 1!4' X 2 1/4' 'pq p 01' +- 0'-0' NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT TAPCONS QQ TOP OF SLAB . _ .. LAP TO OCCUR OVER STUD OF WALL W/ PLAN 4' CHAMFER (1-STORY) 6' CHAMFER (2-STORY) e.�� a —� - 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. -� • 4j° PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY EQ. EQ. EE SCHEDULE NAIL 16.0/C STAGGERED. FOR WxD, BAR SIZE ADDITIONAL METAL AND BAR QUANTITY CONNECTORS NOT ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL REQUIRED WHEN NO n UPLIFT IS PRESENT. BOLLARD MONOLITHIC FOUNDATION SEE SLAB SCHEDULE SCALE:34=i'0' (��/� UPLIFT \�� ) 5 SCALE: 3/4'=1'•0' 6 SCALE: 3/4'-1'-0• Q Q TOP OF SLAB .-we... a LAP TOP PLATE A MIN. OF 48' AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED EQ. EQ. SEE SCHEDULE LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND FOR WxD, BAR SIZE SPACING REQUIREMENTS AND BAR QUANTITY PROVIDE BLOCKING = % INTERIOR CURB FOUNDATION WOOD WALL O WALL 1SYPNoDBEARING WALL W/SYP No 2 STUDS SEE i (NO UPLIFT) PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO a PROVIDE DBL. TOP PLATE SLAB WS0d MASONRY NAIL i6' 0/C STAGGERED. ¢¢ Q m Lu ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO ¢ y UPLIFT IS PRESENT. O 8' CMU WALL SLAB SCHEDULE Z POURED LINTEL CONT. (TYP.) 8- CMU FILLED CELL (TYP.)SEE 2X WALL FRAMING IGROUTED 8' VARIES 8' TOP OF SLAB r 0'-0' TOP OF SLAB 'a • SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 6' MINIMUM INTO'ISOLATED' Z - o COLUMN PAD EMBEDMENT CELL, 4' FROM ENDS AND 5�nJ "FCENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -- ---FOUNDATION AND SLAB SEE SCHEDULE ° EDULE �•cONT.FOR WxD, BAR SIZE 3BAR SIZE AND BAR QUANTITY AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 S� (D��INNTEgRMIOR FOOTING AND COL. PAD SCALE: 1"=r-o• 3/4'-V-0' (NO UPLIFT) 10 BLOCK WALL CONNECTION SCALE: 3/4'=1'-0' F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abde8tgt18roup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 FAX: 813688.2802 DAB 09/09/20 8CALE: 1/4"=1'—O" arcaw %S1.1A 14'-6' 13'-2' 101-6' 6--2• 4'-10• S-q° _v m AIto NITL T• 6 Groin ml 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdedNngoup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 1112 SILVERADO LOT #1 BLK #15 PROJECT# ngiia nnn-miri PAGE: DOWEL PLAN M DX7-*. 09/09 20 8CALE: 1/4"=1'-0" DOWEL PLAN SCALE: 1/4' = 1'-0" s1.2 TIE VERTICAL REBARc TO HORIZONTAL ! � REBAR W/ 10' HOOK Z GROUTED BOND SEAM VARIES PER ELEV. Z � N 0 CLEAN OUT REQUIRED FOR INSPECTION a rI.• ' 0'-0' FIN. FUR. $ TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK �. BAR SIZEI 48 BAR DIA. Z W 43 18' p 44 24' U 45 30' 46 36' 47 42' HORIZONTALNERTICAL REINFORCING SCALE: 3/4'-1'-0' OFFSET METHOD CONTINUOUS BA ES 48 BAR DIA. 43 18' METHOD 44 24' HORIZONTAUVERTICAL 45 30 REINFORCING „7 «' SCALE: 3/4'=1'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS ---lN AIn 7GU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaigngroup.com AA 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888.2828 1104 FAX: 813-886.2802 SUBDM k L.0 r- SILVERADO LOT #1 BLK #15 )1lODEL• 9gAA_ T)'WgTTAT DETAILS 3 191MET S1.2A 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' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 (C). 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 ® 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 DESC�PTION REMARK 1O (2) 2X12 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4MP61110110 I SAFE LOAD - POUNDS PER LINEAR FOOT MS 3'4• (42') PRECAST 2231 4'4F (46') PRECAST tide 4'0 (64) PRECAST toil 64' (N') PRECAST 1217 SAO' (771 PRECAST 1082 V4' ('8') PRECAST on T4' On PRECAST 743 93' (11r) PRECAST U4 194' 112n PRECAST 475 11'-4• (13n PRECAST N2 12-V (144') PRECAST =7 134• (iGn PRECAST 298 14'4• (Idn PRECAST 279 14'4• 0701 PRESTRESSED N.R. 1V-4' (184' PMWRESSED NA tri' Wn PRESTRESSED N.R. 17j' Mn PRESTRESSED N.R. 21'•4' (M PRESTRESS® MR 2r4• WC) PRESTRESSED NR W-V (981 PROBTRE88ED NA KM==®�� 00ff=mK:m oomommm 00 0000 00'' mOmmm 0mm0000 mIOmQ!Om me;aoo�oo 0w!!mw::zff=w= ®m0000 0®IvoeELZMABL-::mo. Om00�00j �00�0�00, 00000�� 0�m0�00 O�mm�m0 O�D�m00 ©IDm0"m0 I00®" mm®0 OCR" "Immomm ®0' mmmm" m I©00�©DO �0�0�00 0�0�®00 Iooe�e;�©QD mmmmmmm Ie�os>�B�s�e�B� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS 8402.2 & R606. 1.2 FLORIDA BUILDING CODE, 6th EDITION, 2017 BUILDING, SECTIONS 19012 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 530-13 & ACI 530.1-13) 1.6 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM 0476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8- TO 11' SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A616 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.6 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE W" OR'S- 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE'UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE 'PRISM TEST METHOD' WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R6D6.6.3 OR FLORIDA BUILDING CODE 6TH EDITION, 2017 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT, 4.4 FOR LINTEL LENGTH AT 6'-6' OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �►Mw SAFE GOAD11 6..6. SAFE LOAD - POUNDS PER LINEAR FOOT 3-4' (4r) PRECAST 10% 1024 1N8 V$ (4r) PRECAST 04' (4S9 PRECAST 706 783 130i w4• 14d9 PRECAST 4'4' (54') PRECAST W 591 /079 4.4' IN-) PRECAST V-r (64') PRECAST 411 411 746 B4' (N-) PRECAST 9-10• (M PRECAST 340 339 616 V-t0• (M PRECAST 94' (78') PRECAST 607 721 490 V4• (791 PRECAST r4' Mn PRECAST 424 634 363 r4• MV) PRECAST V-4• (11r) PRECAST 328 612 230 94- (11n PRECAST 1174' (12n PRECAST 284 401 180 10-4' (Ur PRECAST IT-C (13r) PRECAST 200 114' (136') PRECAST 1r4• (iM-) PRECAST 2" 1r4' (1u') PRECAST 13'-4' (100) PRECAST 217 1" (100r) PRECAST 14'4' (188� PRECAST 205 INI W-0' (1N') PRECAST 1*r (170n PIE STRESSED N.R. 14'4" (170�1S4' (1N') PRESTRESSED N.R IFW (184-) PRESTRESSED 174' PW) PRESTRESSED NA 104 N ir4' PM PRE07RESM 1V4• (2.421 PRESTRESS® N.R. 148 82 1V4' Mn PRBSTRESSEID 214' On PRESTRESSED N.R. 126 42 21'4' W` n PRES7RE88® 2r4' W) PRESTRESSED N.R. 116 40 22%C (W41 PRESIRESBFD 24'-0' (" PRESTRESSED N.R. 91. 33 W4' CAM PROSTFOSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TAKEN FROM WM LOAD TABLES' SY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE i/6'TALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINNW 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING LIFT BEAM PLAN SCALE: 1/4" = l'-W - 1T/OM/08 2.1 F16tIIIIIIIII 8 16-1T/OM/1 8F16-lT/OM/OB 8Fi61T 1 q-W 6-lT/OMOB 17'-4' 4'-6' PRE -STRESSED 1p 11 1 - - -8-FIIIII1IIII It AHTT 8F16-lT/OWlB L---------_---J r -------------------- IiI UNO. PROVIDE BB1 II WHERE ROOF TRUSSES BEAR, TOP OF WALL 0 9-4' LINO I I I I I I g I I I I LL I m I I I I I I I I I I I I I I I I I ------------------ El Q W �a LL . m r -- -- g I L-----F.A t- m "a LL • m /\ PL-� 0 8F14-1 /OM/OB I X AH7 RED BED N BF16-1 /OM/lB 8F36-1T/1M/18 9 - - -L/JS/E 9'-4" LGE MJ IFKA 1441N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigigroup.com AA#: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 013 386.2628 kk FAX: 813-886-2802 D � 09/09/20 BCALM SHEET S2 CORNER BAR W/ EAM LAP FOR EACH COURSE OF BOND BEAH CM VERTICAL REBAR W/ I HOOK LnjP ig 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3 4'=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8IX81 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING v PLACE STEEL HEIGHT, REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ap AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B'x18' A LINTEL THE BOND BEAM 5. p`I��� COURSELD THE DOUBLE BOND BEAM OF BOND BEAM IS OMITTED AND A LINTEL IS 9 PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 ' 70P OF THE LINTEL. ' 8 PLO 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN I DEEP.8xl6 DEL. BOND TOP OF PEF� BEAM W/ (8 #5 BAR BOND BEAM CVO EACH COURSE 8xB BOND BEAM TOP OF • �TGa` W/ (1) #5 BAR .y� BOND BEAM F =FILLED W/ GROUT .��Ap� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, tF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/1 M/ B Bx8 PRE -CAST CONCRETE p05�F�P NOMINAL —ice LINTEL W/ (1) #5 BAR (L2) QP HEIGHT If LENGTH OF BAR =WIOTHOF MASONRY g OPENING - 2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THATXFXX-17nM 06INDICATES ADOUBLE BONO BEAM If OF #5'S, BOTTOM 6X8 PRE CAST CONCRETE SCALE:34'=1'-0' AND XFXX-1TNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1M/OS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-17/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHK145 MIN HEAD WINDOW S ZEE..3001MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION IVO.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN ,° 3 2x6 (MIN 2 X 3) 2-3116 TAPCON 1M. PRE -CAST .a 1v OR DRIVE PIN (MIN SHANK WINDOW SZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 6' SLOPE FROM EACH ENO AND 1S" - N 1-1/4' EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACE 1/4') 8' FROM EACH END ANDSECURE TO SHEATHING W/ UPPER AND LOWE#5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL �1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 3 SCALE: 3/4'=1'-0' V PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL, � I > I I SINGLE #5 CORNER I 4. BAR, 30x30 TURNED UP PF,OII I I OR TURNED DOWN INTO STEEL REINF. OF P� / FILLED CELL BOND. BEAM 11 8xB CMU PIER PROVIDE #5 BAR UUU W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS A�cNIT16T6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 401-774-6078 FAX: 407-7744078 www.abdeslgagroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813406.2802 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 20 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 PBS36, .177" 'x 2 718" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 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. 44 AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. -�—�—ia1--1-u1�1■fol -,�� ,-r-1-1i11, lo-�l-ol-1,-i>I-j—I—�—� �",� 143 11 i_ I�AHOT FA / ///�i r /�/ . fol � ii col I1. ,�� III HT AHT HT iAH . Hll Aft 11. '1. 11. ol� . .1. ■751 1. III 1 11. 11. 11 11. a 11 ■1 11, 111 11 1 _ 11° 111 - 11 11 1'nl�e� ill._ ei�tai�' ate'oaf©L�'C'a�'aiC�'©m"vl�!��=f M�1Ii_ 1---{ N M1IVCCwHLL LLl 111 U 0 (S FRAMING PLAN SCALE: 1/4" = l'-0" A! C NIT IC T 6 Groin 441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgl8roup.00m AAM:0003325 DRAFTING BY: EI A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134MS-2628 FAX: 813-SM2802 DATr. 09/09/20 SHICRIT s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE A l N 1 T I C T O 24' O/C, SUBMIT SHOP 'ROOfNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETAi6 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #22' x 4', HTSM20 W/10 1 Od TO TRUSS AND 4 x21/4' DBI 16d x 1 , NAILS TO TRUSS FASTENER SCHEDULE' DBE STRAP, 1 EACH SIDE WRAPS UP AND GI 10d x 1 1i• NAILS TO MINDER. PROVIDE 5' MAY O ADDED 6', 8' x NAILS, tTd NAILS, 2 ROWS, 3' H01RS TO TITEN 2 POURED LINTEL TE CONT POURED LINTEL DesGrou� OVER TRUSS (NOT SHOWN) C-(,) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4', MINIMUM CONCRETE EMBEDMENT. USED IN OI O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO. # 7900 UPLIFT (2) SIMPSON (18) tOd x 3 }' NAILS TO GIRDER AND 8', 8' x 4'-0' MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAOAN BLVD. WITH (12) ied x 3+�' NAILS TO GIRCER O/C TO FACILITATE ONE BLOCK WALL W/70 tOd TO LONOWOOD, FL 92780 ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LOT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-774-6078 FAX: 407.774+i078 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL www.abdesigngroup.com 2x SECURED W/ (3) led }' x 2>3' TO GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B{l) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI 10d TRUSSES @ 21 O/C, 1>Q. WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER DRAFTING BY: 12' O/C FOR REVIEW 2x SECURED W/ 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL N GALV. COMMON NAILS. 2 () }' x 57ITEN HD TO CMU AND (18) SOS }' z 3• DAUMONTCENTE 1x2 SECURED W/ 10d MASONRYBOND SCREWS TOGIRDER (EACH TIEDOWN ) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004 MASONRY BOND BEAM 12. 0/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS TAMPA, FLORIDA 33634 SEE SCHEDULE PH: 813488-2628 A ALLOWABLE UPLIFT = U: 1810 LBS, 1_ 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 8138863802 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8805 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR A , Q ,,, 1A 1B 1C SU�L 314 pY TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE:34°=,'-0 GIRDER CONNECTOR(S) 4 T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d O EA. 2x4 BLOCKING BETWEEN TRUSSSWHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BR CENG IS PRESENT AT PER ELEVATIONW/ LSTA1220 GAUGE 10d2 20 HDG COMMON NAILS. @ EACH END TOTAL OF 10 8 VZMKO:K' TIC I 0'-0'TO 30'-O'(1)'X'BRACE 30'-1' TO 60'-0 (3)'X' BRACE 1 X' BRACE @ CENTER () FROM BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FA-C!AWASHER ___ 4'-0' O.C. (AT SHEATHING SEAMS) SECURE / 1 PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/IG SET IN HIGH STRENGTH EPDXY 6' w � M � M � •. • 4600 3/4' WOOD PANELS 8000 (2) 12' WOOD PANELS 60 (2)12' WOOD PANELS 90 2x LUMBER SEE ARCHITECTURAL MIN. EMBED. AT 32. OC PER ELEVATION LVUI-JOIST WITH PRE -ENO GABLE TRUSS MAX. SECURE GABLE TO 2x8 MAE 7�PRE-ENG WOIST BACKER BLOCK POT.. PLAXTE W/ 12d's 8' 518' GYPSUM BOARD OR 1/2' HIGH STIfFBACK (A3 PER TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 1 Od's @ EACH TRUSS SECURE [-JOIST TO TOP PLATE TO BE INSTALLED @ w/ (2) 12d TOENAILS 10'-0. O.C. MAX. DOUBLE TOP PLATE bb{+ �N— 2z4 OR 2x6 WOOD BEARING WALL W/ SYP 2 STUDS SEE ' Il PLANS FOR SPACING. SINGLE MIN. 7WEMBEO ENT H F-1— TO SLAB L (18) 18d x ,_.,A— ' • I 2-1/2' NAILS TO POST., ' I E SCHEDULE FOR SE BOND BEAM EQ. � y� gg(Ig 4500 BAcmum TNICIO[68 3/4' WOOD PANELS Ci m. PLAT a T0 BE n. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12' GYP, WL BD. POST TO SIT DIRECTLY ON SLAB BLOCK WALL W/ GABLE END llu 6000 (2) 12• WOOD PANELS s0 (2) 12' WOOD PANELS 90 2.LUMBER < • 1 • :. • o 1 - SCALE: 3/4'=1'0' EvinuiV. AC LOT: PRE-ENG D TRUSS SILVERADO LOT #1 LVL/WOOD POST CONNECTIONS BLK 15 5 scALE: va'=r-0' P3tOJECT# 03719.000- 01151 I -JOIST CONNECTION @ L.B.W. 5'EDGE CENTRAL 1[ODEY- SPACING SPACING GARAGE BT►ING SEE SEE SCHEDULE, SCHEDULE SEE FRAMISRSEBFP� LANM. RIG HT 6' 7• 7 6' 7' 7, 5. 5" 5" PAGE: d w 7 t• @ @ @ @ THE USE OF ALTERNATE MATERIALS MAY BE DETAILS 14*DSEE SCHEDULE FOR BOLT SIZE SEE (EDGER SCHEDULE d NOTCH DEPTH IEDG LLICl 51/2'MIN. EMBED. (TYP) USED SO LONG AS THEY CONFORM TO THE i. ENSURE THAT EXP. SOLTS/J-BOLTS ARE HOLE DIAMETER PLACED INTO GROUTED CELLS, 8' ALL AROUND OLE DIAMETER BOLT. FOLLOWING <2/5'D SGL. STUD = Z 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 1/J OF °D g LAP A MIN OF 4'-0'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A B 4 : Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES HOLE EDGE >578' a0 CLOSER THAN 6' 0/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - SIMPSON HUS28 . < COMMON LBS, U < 1280 LBS W/ (1) GALV. COMMON SIMPSON TITEN BOLT/J-BOLT, 5' MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' EMBED (22) 18d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. DIA. x W MASONRY SCREWS MAY BE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE O B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PTRAM , THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO #i EMBED (22) led GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS, L C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3(4'° SIMPSON TITEN BOLT/J-BOLT, 5' 01 MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. D - SIMPSON HGU828-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3(4'° SIMPSON TITEN BOLT/J-BOLT, 5' BTM. HOLE DIAMETER MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. PLATE < 3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4'=1'-0' STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLTSIZE FEDGE11PACINO CENiRALSPACNNG A DOUBLE 20 1/2' 8' C/C IW O/C B DOUBLE 2x8 3/4' 8' O/C 24' 0/C C DOUBLE 2x10 1/2' 8' O/C 16' O/C D DOUBLE 2x10 3/4• 8' O/C 24' O/C E DOUBLE 2x10 3/4- 6. OA7 16' O/C F DOUBLE 2x12 3/4' 6' O/C 12' O/C 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. A IY67 DAR � 09/09/20 11 ALTERNATE MATERIALS SCALE: 1/4"=1'-O" AND BORING LIMITS WOOD LEDGER DETAIL SCALE:3/4•=V-°' SHEET 8 SQALE:, ,/2•=,'-°• 1�����'''''ry'yyy p SCALE: 3/4'=7'-0' S 3 . 1 !\ • FLOOR DECK 2x6 PT TERMINATION 20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL I EACH TRUSS WI (3) lad COMMON W/ (6) 3/16—x 4 TAPCON3 NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4'=1'-0' SIMPSON HB (8)8d COMMONN NAILS 2x STUDS SIMPSON H6 W/(8) ad EACH END COMMON NAILS, EACH END EVERY STUD ORON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR OR ' HDG NAILS TRUERUSS 12 GIRDERTRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4'.1'-0• DRUSSES W/ 10d G 3' O.O EST PLY INTO LEDGER AND 10d 0 3'OC. STAGGERED UPPER PLY INTO 2x6 BELOW 8' CMU WALL REINF PER PLAN PER ELEVATION 0 x OO PER ELEVATION 1X2 FIRE -STOP i 1/4 �` MI ,Y #e WOOD SCREWS JInIN'j x 2' LONG O 3' O.C.; STAGGERED OFF CENTERLINE OFF 20; 314AS SHOWN SIMPSON A23 EA. TRUSS III �/4„ '�IINALM PFA�— 'TrEAJN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DEL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING (_,__'�ONEXTERIOR WALL SCALE: 3W=V-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d O 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) lad NAILS INTO LEDGER AND 10d O 3' O.C. #8 WOOD SCREWS WOTEL O TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2' LONG @ 3' O.C.; MI 2x4 BLOCKING O EA. BRACE. TOENAIL INTO TRUSS W/ (4) lad STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x8; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4' AS SHOWN 2x4 BRACE O 48' O.C. w/ (5) 12d 1'-4• MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) i6d NAILS DBL2X8LEDGER TO CMU W/ 1/2' EXP. BOLT MI ad RING SHANK NAILS @ 4. O.C. MAX (BBT. OF FLOOR TRUSS 8' CMU WALL REINF PER PLAN AT 16' O.C. AND 8' FROM INTO BLOCKING (BT, 2X6 IS FOR WALL SHEATHING NAILER) END W/ MIN 5-12' EMBED. lad NAILS O 8.O.C. MAX iX2 FIRE -STOP PER ELEVATION FLOOR DEC III �'4„ PER ELEVATION PER ELEVATION 0 i .r NAILINGPATTERNw OOU �W 0: P ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS @12 o.c. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REG. BOND BEAM REG. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW T USS SECTION DETAIL /;�TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR sDALE:34=,'-0 r.-"),PRE-ENG FLOOR TRUSSES V SCALE: 3/4'=1'-0• PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW Ni ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24' O.C. NOT SHOWN FOR CLARITY) MAX 1 PER ELEVATION 11 FOR STRAPPING VERIFY E-ENO ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE ' GYPSUM BOARD OR 12' HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 2' `.;, A - SIMPSON MTS12 RENGTH OLD. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH :!j U <990 LBS W/ (14) 10d CURE TRUSS TO TOP PLATE w/ (2) r2x4 WOOD POST TO STRENGTH EPDXY 8' MIN. GALV. NAILS. d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. 8 - (2) SIMPSON MTS12 UBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LSS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA, STRAP OR 2x6 WOOD BEARING ALL W/ 3VP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE O BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 7-0 PROVIDE BLOCKING • • SIMPSON SPH4 OR SPH6 BTM 12' GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's O EACH FILL ALL HOLES, DO NOT USE 12'x9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. 10dx3' EPDXY 5-1/2' EMBED. MIN. @ 16' 00a 10b 1 Oii OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TOPOST CONNECTION 0 SCALE: 3/4'=P-0' , n A - 5IMPSON MTS-12 U c 990 LES W/ (14) 10d GALV. NAILS. '• • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 518'- A.T.R. TO HDU4 AND (10) V4' X 2 1/2' SDS TO POST _w�TRUSS CONNECTION @ L.B.W. POBTTOISLASODNNECTIMI A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 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:4,565 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) lad x 2.12' NAILS TO POST. A29NIT19T• Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aadesigagroup.cam AA Y: 0003325, DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134IM2802 DE 09/09/20 aKIIII>m S3.1B PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR UWLITCH PLATE. ATTACHED W/O) 2X IWEEWALL TO SRG. HT. MSTA-24 • EA. SIDE SECURE TO CMU W/ 1/2'X9' ANCHOR DOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET N HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (T' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUS -BAND 12'-S' DRG HGT. (2) 2XI2 HOR VENTED VINYL/ALUM. SOFFIT DOUDLE TOP PLATE 10-10' TOP OF ARCH DBL STUD 9 DDL STUD WK2) SP4 UV(2) SP4 (TOP 4 DOT.) (TOP 4 DOT.) S'-4' DRG. HGT. S' STUCCO 9'-2' SPRAJCs BAND NE OF ARCH LL � Z LL 0 F ENTRY SECTION -ELEVATION D. B ALES 1/1'• P-0' LIA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134f8&2828 FAX: 813-886-2802 A AABLE-END ROOF WIND DESIGN PRESSURES NET (GROSS) ASIDE 7-10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 36.87 PSF (45.87) ZONE 3 = 61.06 PSF (71.06) "A•= 4"0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: -B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPFRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. RCOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA, SHANK TENSILE STIR. SHANK Bd RING SHANK 21/2• 0.120' 170000 LNG (1ER SCREW SHANK PER CH) INCH) 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 8d 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. ZW Z s :) W Y U =G co Q Do 8d RING SHANK GUN NAILS G 4" O.C. .. TOP & BOTTOM EDGES ., Y . ' TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING mmm I _ e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EtW FRAMING 8d RING SHANK GUN NAILS III W O.C. IN FIELD ` TYP. EXT. SHE*IING ATTACHMEhT FOR R OF SHEATHING (O.. . TO BE STRUCTURAL GRADE Sd PING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.Bw(N FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKIN SIZE TYPE SPACPNO PEMAPo(S APPLICATx)N 811E BPACWA iM:MAPoL9 1RPTFumm TO CASE HAPDENEDCOL fNPAOE DOORBIICN 1M'OU. TAPCON MASONRY 112'EMBED., 4-END DIST., MABONPYICONC. 1M611rz'LONA. e,00 TO MABONRYR.'IXC. ND WASHED FASTENER e,� ill 2'E.- A- CASE HARDENED LULL 6'QC WINDOWIWOR/FASTENED OAMOE DOOP BUCK 11 DIA W, EXPANSIQV BOLT 21.OK: 1EMBE0.,A'END DUST., t"Pt, BEE N01Ee NAf 112'LONA. STAAAEREO WTO IMSONPY.CONC. TO MAeONRY,CONC. WASHER TEDGEDIST. WINDOW BACK CASE HAPDEIEO COK l'QC WNDOWNOONFASTENED METALS -TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NDTEe NARttrz'LON3, STAODEPED m1D MA90NRYAONC. -CONC. REQUIREMENTS EXT.9WNA DOOR BUCKDi PT,SEE N01E9 (Z)3I1e9W ND WASHED 'TAPCpY FASTNEP 1g QG t 1rz' EMBED.9'fNO. DIST.,11rz'EDDEGIST. NONBE,IPNO WOOD WALL TO CONC.9LAH 12'° E%PANSKKY 4'EM3EA.4'END WI WASYEP BOLT NOC DST, 3-EDDE C13T. 2P PT WINDOY/BUCK Ot3e°PAF"21,e' YOb 4'END. DIST.,11fY PT TO STLCOL., 9EE W/WASHED STAAAERED EDAE MST. Ee NOTBI 1. STAPLES 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 MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. IX MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/TAPOONS OR PAF TO THE SUBSTRATE. 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, Sth EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 6W13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, 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 pef 20 pef TOP CHORD-TanooODu-t 10 Del BTM CHORD mtHoo ffl DEAD LOAD DEAD LOAD 16 pef TOP CHORD 20 pe1 TOP CHORD (7 pef W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Dof BT M CHORD 5 P of BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pef BALCONY LIVE LOAD 80 Per! STAIRS LIVE LOAD 40 Pef WIND: DEAD LOAD SPEED-150 MPH 3-SECOND GUST (ASCE 7-10 (FED R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pe1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pa1, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 60pef, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30PN, STAIRS: 4W SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE H CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY E COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ElEVA710NS, DIMENSIONS ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pef. 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP WALL NOT EXCEED S * PRIOR TO THE ADDITION OF PLASTICIZER ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3'1". WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIMAEERED 31C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONGROUND WHERE INDICATED ON ELASTICITY . 1.400.000PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS UPPED B INCHES AND SEALED WITH ADHESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK, CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTRS. HE SYP I2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SUBS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" DC, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN 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 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25' e6 BAR - 36' e6 BAR - 30" N7 BAR - 42' PROVIDE 36" x 38" 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 101N CH HOO KS KS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE O 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 630/ASCE 6/TMS 402. BUILDING CODE REQUIREMENTS FOR ANSPECIFICATIONS P R MASONRY STRUCTURES AND COMMENTARIES AS MASONRY STRUCTURES D 0 ), 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 G90, GRADE ft0. 2000 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-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF e' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR W MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 31W 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. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 kei FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A,600, GRADE B Fy .46 k9i. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, 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 A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3DI AND ASTM C.940R MEASURING, MANG, TRANSPORTING, ETC . ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS RNA POSITION SHALL NOT EXCEED 9D MINUTES, IF FOR ANY REASON THERE IS A DRAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT $WALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR WALL BE AS FOLLOWS: A. 3• FOR CONCRETE CAST AGAINST AND PERMA MY EXPOSED TO EARTH(FOUNDATIONSI B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: I Ur FORTS AND SMALLER Z: FOR BB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31Y FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUIM PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A46S, GRADE A, 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 'TPUWTCA BCSI 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 A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THEHURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE R AP L TE 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 THOSE SUPERCED E E S 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. A N 0 N I T E C T• F GWDe 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 81"862802 rVA e