The URL can be used to link to this page

Home My WebLink About35937 Morse Willow Ct27950CAMDEN1 99 FOR: ALL WORK SHALL V'Yi-1 H PREVAILING CODES FLOW` 11 911,01HOR110N NATIONA> E AND TTHE,C!"fy','�'P H r YRHILLS ORDINANCES 9 202-1 REVIEW DATP--,-- HYI-ZHIL CITY OF ZEP; PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL_ 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM BUM= 0�=, ABV ABOVE LAV LAVATORY DATE DESCRIPTION C&ftAb C40NTPWL DATE ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7m zm= (m) -AM TOCAT AM STATE C= :OCCUPANCY WPM RMENTIAL GROUP R3 CONSTRUCTION VB .10. INTERIOR ME CLASS B -MC WIND SPEED Vult=150 MPH Vasd=116 MPH :EXPOSURE - B 1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER I= AND STATE CODES A/C ADJ. ALT. AMP BD. C AB CAB. CEO, CLR. CONC.0 CPT C.T. D. DBL. D.C. DIA. DIM DIS . D. D U.S. DTL, D.W. AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR NCRETE CARPET CERAMIC TILE DRYER DOUBLE DUALGLAZ DIAMETER DI ENSIGN DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LUM' M.C. MFR. M MT. M M N.T.S. O.C. P P.B. PH. P T. PLYWD PR. PT R. RAD. RA.& REF, RM, RO. S.C.SOLID LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYI 'IKE PUSHBUTTON PHONE PLATE PLYWOOD PAIR TREATED PRESSUREC21CSW RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING C REEXT DR O*rdM ADDED 150-C ENGINEERING PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D -FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PIG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS 01125AS PENDENT LIGHTING ADDED OPTIONAL PIE *14TIM AT KITCHEN 01/25/113 FIXED DIMENSIONS " STUDY AND DINING ROOM OW02AS REVISE 6GFT CALCS 10/14/19 UPDATED LED Lrsl4T$ PER DX WOWON 10130AS UPDATED LED DETAIL me BLEB PER Djqt woRroN 11/0&9 ADDED FOUNDATION ON GARAGE BEARING WALL UPDATED 611"IPSON CONNECTORS I.L.O. Usp OAS&W ADDED Ism-D EW41NEEftlWx STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. ='S ag/04,W pIEIjO,.W STONE GAP ADM FOAM CAP ON ELEVATIONS CSM*M 1503 ADDING ELEVATION INTO LOT !REQUESTS AND CS0440 SENT ROOF: PACKAW TO TIMM EW404M FOR! TRANS 3/"0 ADDED FRONT ELEVATION IPPER DJtWORTON ROLAND A. ABOUCHACRA AR No. 93723 AST FLOOR LINANG 2A% Sa FT. GARAGE big Sa Fr. ENTRY 65 ba FT. COVERED LANAI tw SQ.FT. EA, ELEV EQ. EXIT EXT TO /FX. F.O. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUELGAS S.D.SMOKE S.H. SHT SHTHG SHWR, SIM SL DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 1/14/20 CHANGED ROOM NAMES PER0JP_ WOWON 01/21/21 REDLINE CHANGES PROM EW%. FOR2020 CODE CHANGE 01411121 IMPATHED XFtEFS FOR T4-0 2021D I'Me- A.B. DESIGN GROUP, LLC. TOTAL 3,113 Sa FT. F FIN. ELL FINISH FLOOR Sil GL STD. SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR FLUORESCENT sws SHEAR WALL SECTI LONGWOOD, FLORIDA 32750 FR. FTO DR. F CH FOOTINGDOOR TEMP. TEMPERON ED GLASS Tel: (407) 774-6078 GA, GAR. DISP CA GE GARBAGE DISPOSAL T . T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 GTA. 0 . GROIJND�FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S. TYR TOP OF PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SIAA-DETAILS GYP. BD. GYPSUM BOARD U.N.O.UNLESS NOTED H.B. HOSE BIB OTHERWISE N.C.HOLLOW CORE V.P. VAPORPROOF H R. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BURDER ASSUMES ALL 1JABn= FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. T HOT. OR ITT INSUL, INT. HEIGHT INSULATION INTERIOR W/ WD, WOW, W W.I.G WITH WOOD WINDOW WIND WROUGHT IRON PG S1.2-DOWEL PUN PG S1.2A-DETAILS S2-LIFT BEAM PLAN AND NOTES' PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AM UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S31B-DETAILS PG SNI -DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SD1 -SOFFIT DETAILS BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WRI RESPOND TO ALL WRITTEN RFrs IN WRrrTZN/DRAWN FORMS IN A TMLY MANNER. AB DESIGN GROUP TAKES NO RESPONS1BnJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 6 Groin 41 N ' RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA Z 0003325 mm* DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8138616-21302 A [ at LOT SILVERADO LOT #7 BLK #16 PROJBCT# 03719.001-07161 MODMIJ 2795-D a 0 0 S -0 3 L L B "I 7 1 9 c 2 0 L c L 7 1 T K T 0 9 01 5 GA 1,8111FING: RIGHT I AGZ: P 7 COVER SHEET MP 150MPH EXV, Bj GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 L M) 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, 8RE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SC. PLIRI>BNIO 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EXTERIOR WALL COVEPJNGS 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMBBES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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-Cl063 -19a AND R703.7. FNW RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CERMU 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 OBSERIIATRON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVCES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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 80FFRS 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A A C N ITB0TS" WG� 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 8134386-2828 FAX: 813.888-2802 mw SuBDIV. da M711 SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL" 2795-D GARAGE SWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXk B ol v ------------------------- COVERED IAW I 0'-4' G.G. I I I � 4--4' 9080 SGD. TEMP r--------------------� I I I I I I I I I I�I I I I 1 1 v o� I m' I �T TYP. V-4' �/�qT TO %i% I 1 CLC.. I I I I zm_m, I I I I B I I al L— — — — — — — — — — — — — — — — — — 2-0 10'-10° '-4' 5'- II RRLO�O,M/�p I I I I I I II II 11 v m 5'-II � I 1 � m 3'-2' V. 3'-2' 9'm . W. CLOSE m BATH1 $Sx36 11 ATTIC I — LA Krrm 18H 9'4' CL& m �' EFL — iv a' 5-SH 'X I I I v TEMP GLA88 —r ENCLOSURE I W/ 30, TEMP I GLASS DOOR BATHS PRE L.T.LL�1"""�� -PLUMB ��CCC a I I I MULTII�V I e BEDROOMJ DRRO�/O�MgY IT Y—POPT I 2-0 i I I 13'-8.. I BDRM3 2-0 I m AWel 6.4' G-G' �? 9'-4'CLG PR I rl!\i15d'JJ, I I _ Oa � I `BOLLARD 2-4 ATH2Ploya Q 4 ® r AS IREa PER 1rRAU BLDG. CODE Q® co� � I � e ISH IV 0 W-4. 0 CEILING v9" P 6" 2'-I' 2'-IP --- �--- 13'-4' — — I �I1Q MU��LT��I-ppG@f II I*� OV1117 y 10,04TY CEILQJG I 0 I - I I I L------- I -------I MTV 9'-4' CEILING r zed—� 1 ATTIC L ACCEIN6_J 3 M GARAGE 9'-4' CLG. BDRM.2 a 9'•4' CI.G I PR. I ACHY a CMU TO 9'-4' APP. 9'•4' CLG. 25 SH 25 5H ---- EGRESS EGRESS 6' 0 TEMI ...-------------------- ... I,_4. -4- SQ.FT. CALC. S IST FLOOR LIVING. 2,836 $0. FT. GARAGE 619 SQ. FT. ENTRY 65 SQ. FT. COVERED LANAI 193 SQ. FT. 0 TOTAL 3,113 50. FT. v ZOS M R SU WNOMORMFOORSD BMOID0118T8 Opem BDUNE ZOIE WDIPHWIDMA Mum AICTOE FOOTAGE MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWNG IS 5 23A/-30.1 DR. MIN. CRITERIA S.C.D. MiN. 41 5 22.1/-41.0 CRITERIA 16010 O.W.D. 112 5 205/-24.9 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DATE lI SHIM AND SECURE RADIUS CORNERS, SEE vARIE5 COUNTER TOP MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN G 4 BRACKETS AS WALL BASE \ D NECESSARY. CABINET 2'Xb'X35-I/4' M LOW WALL x 2'X6' STUDS e I6' O.C. W/ 1/2' DRYWALL TYP. CABINET SECTION A SCALE: NTS FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. • ALL INTERIOR WALLS ARE 315' UND. - DRYER VENTED THROUGH ROOF (V W, NOT SCREENED. - AIR C,0M4 ESSOR SET ON 44'X44' POURED CONC. PAD. PAD BEGINS e' FROM EDGE OF STRUCTURE. - SEE SHEET GIN FOR GENERAL AND STANDARD BUILDING NOTES. • ALL HABITABLE ROOMS TO HAVE AMC FAULT CIRCUIT INTEFMF,TER • ALL FULL HENGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OFENING8 ARE SHEAR (WILLS. FLOOR PLAN SCALE: 1/4' - I'-0' �21T40.NG DTL. B A R C N I T I C T 9 6 Design - PH: 407.774$078 V FAX: 407-774.4078 www.a bdealgngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1OD4 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 airnnn� sUHDIV. & IAT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL.• 2795—D GARAGE 3111MG: RIGHT PAGE: FLOOR PLAN 150 JWH EXP. B SHINGLE 10'-8'�, ___ HEELHEEL I-KsT.`� 9'-4' BRG. HGT.s 5' STUCCO BANDING TYF FOAM CAPS VENEER 0'-0' FIN. FLR. V-4' BRG. HGT. s, 0' 0' FIN. FLR 0'-8 GR DE IMINd _ lMEE oom son MEN a FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH AREA OF ATTIC NET FREE VENTILATION AREA REQUIRED REQUIRED VENTILATION AREA VENTILATION AREA X S4 INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC RIDGE VENTILATION AREA 3972 SO, FT. 1/ 300 3972 /300 13.24 1906.56 SQ. IN. .5 X 1906.56 - 953.28 SQ. IN. 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF. VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) b' LAP SIDING TYR 9'-4' BRG. HGT. _ Y 5' STUCCO BANDING TYP. FOAM CAP VENEER 0' 0' FIN. FLR. 0 -8' RAD CMIN-) o 5 4' BRG I-IGT. _ 0'-0' FIN. FLR 0I GR DE IMIN.) `Y I � I I Is•x3m• �., I LOUVER LOUVER DTL. A (� RIBAND AISED \I I •I' ' •I�I KEYSTONE DTL. B SCALE: 1/2 . P-0' --------------- I \I I I I I I I o'9'-4� T. I I STUCCO BAND I I RAISED I \ CMU TO 9'-4' A.F.F. STUCCO I �^ FINISH I FOAM CAP I I I I I I I I 1 I STONE I IVENEER v I I I I I — 0'-0' FIN. FLR I \----------------- -I COLUMN DTL. A R B N I T! 0 T 6 6 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1OD4 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813-886.2802 BTJHDIV. & LOT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL 2795-D GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "D" 150 MPH EXP. B cx 5'-4' BRG. 1-IGT.s 0'-0. FIN. FLR. 0'-8 6R DE .) 'B'-4' 5R3. HGT.h OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT E L H-1 ---------------------------------- ------------ LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OPP RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT L11 El F-1 --------------------------------------- - 1 ------ ------ ------ ------ RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS o,V-4' BRG. HGT. o9'-4-4 Y�IgA 6 GroouuPOE 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdeslgngroup.com AA #: 0003325 , III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: 813-886-2802 �IA111113 SVBDIV. ae IAT SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL 2795—D GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH EXP. B J; !A PRINT DATE/ 06 09 21 SCALE: 1/4"=l'-0" SHEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION -a- STANDARD SWITCH 4 3-WAY SWITCH 4 -WAY SWITCH 4 DIMMER SWITCH H3 IPUSW BUTTON DISCONNECT T HERMOSTAT MINGLE RECEPTACLE (I25v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (ECIUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4P: EXTERIOR WATERPROOF/GPI RECEPTACLE (GROUND FAULT NTERUPTER) 1OV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR MOUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) -0DEDICATED RECEPTACLE Fo VALL MOUNTED LIGHT EfLING MOUNTED LIGHT NDANT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE v`ENT FAN WITH LIGHT (I CFM PER SO. FT.) 2QS3 BULB LIGHT FIXTURE mnn14 BULB LIGHT FIXTURE AQQQfIAA rp BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O GESS LIGHT • GESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY LOCATION) FQ -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED FAN NT FAN (1 CFM PER SC. FT.) HONE JACK I-OQ OKE DETECTOR (WALL MOUNTED) OO DETECTOR (CEILING MOUNTED) ® /C RBON M OX D TEC OR 11 ) HIMES ® ELNG M TED OUTLET FOR GZjlE33F NEIR TV V JACK 1v 9B PORT • LOCATION OF TV J S 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 0 140MEOINER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEG 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 PSGR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED • ALL. WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FSL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th COVERED LANAI PRE -WIRED CLG FAN Q 1 I 1 r----------------- I I I I GREAT ROOM I I / I % I I I I PRE -WIRED CLG FAN I I I I CAFE j ----- I BEDROOM 1 ---- j I L OPT. MIXTURE I I 6' 5' S' CLG FAN i Ct/ 9D/CD 1 I�gD.----------------J 0 v I In-20 DE IICC.A v FaOI E ct-_ KITCHEN n i r----------- DINING II I i ROOM G II / CLG FAN / 1 PRE -WIRE I L--------___J II I I 1 O. I 1 BEDROOM 3 i / L � / d I I N � PRE -WIRED 1 / 1 GLG FAN I I / ----_ D I 1 I I I / I l / J PF�-WIRED / � i CLG FAN / SDO 1 I I 1 L BEDROOM 2 I I \ ENTRY ELECTRICAL PLAN SCALE: 1/4' . I'-m' • 6l0mmaTilml r----------, I MULTI—GEN I BEDROOM I I I I I I I � I I / I PRE -WIRED CLG FAN 1 I I I 1 �\ MULTI-GEN SUITE I jl I 1 I Ii b I I I � I I I PRE -WIRED I CLG FAN L--------------- GFI i 44' AFF. I I / 1 BOLLARD / I —GFI • 44' r--_--- AFF. I to- ABREO. LDG. CODE / / I WALL MOUNTED LIGHT W/SWITCH IN / I ATTIC / I GARAGE I Ems= I -' q CLG. I OUTLETI CLG. GPI OUTLET FOR OPT, I FOR OPT. \GARAGE DOOR( GARAGE DOOR '\\ OPENER I OPENER Pa. FOR 1 GFI CHIMES \\\ II IRRIGATI v — — — — — — — —— L------/ OPT.COACHCOATI. CH LIGHT LIGHT I04 I I I 1 t I o oI i � I l- _1 LED LIGHTING LED LIGHTING C DOUBLE LAV. C SINGLE LAV. BEDROOM 2 AND 3 BATH LAUNDRY ROOM BATH METER FIELD VERIFY LOC. LED LIGHTING @ SINGLE LAV. MULTI-GEN BEDROOM BATH � I �l�I oilI LED LIGHTING @ DOUBLE LAV. BATH I 2" CONDUIT OR M 2" CONDUIT. SOFFIT • OVERHANG) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, =1MBINATION 100 All A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE G'P 0/240 VOLT SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M DISCOMIECT I PHASE THE PBCR MTH EDITION (20201. LOCAL CODES, AND SWITCH AND MLO ALL LOCAL POWER COMPANY REQUIREMENTS. ELECTRIC PANEL METER M NEMA B. ALL CONDUCTORS SHALL BE TYPE TWW/TMN 2O0 9R ENCLOSURE UNLESS NOTED OTHERWISE. mcm POU,ER COMPANY TRANGFORMER L4.�» PROVIDE 200 AMP, 120/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE S 4/0 COPPER [CU) M 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 9 N4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UNT14 THE ELECTRIC COMPANYPRIOR TO BID. TBLHRiGIE SERVICE 1ZLlvEIS1CN ENTRANCE SEIeVICE EQUIPMENT ENTRANCE EQuff-f i INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE C 14NECTIONS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF Fec1c TTN eornON r202O1 S/e" DIA X S PT LONG COPPER CLAD GROUND ROD 6 Grou��. 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.Ebdwlgngmup.00m AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813Ni86-2628 FAX: $13-886-2802 0 03 a 8LJSDIV. de LOT: SILVERADO LOT #7 BLK #16 PROJECT* 03719.001-07161 IiODEL• 2795-D GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B of NB r----- I I I I - - - - - - - - - -� I I I 1 I 1 I I I 1 I I I I I 22'-2' I `_ 12'-6' I 12'-II' 2'-5 I I I I ii I I wc. I I I I 42'x I I I I I III I i ruB � � II I �I • m II O0 I r AV vX'r I II HIM 31'-1' 1 2'-1. 5'-8' 4'-9' 5'-9' I ------- ----- N PRE -PLUMB I I(WC. I I I I II ,OPT I I D__J T! I ini------- EN I I KINK I_-_---_ __--i II AUTO VENT 2' VTR 2' VTR 20'-31 I 29, 9, I I I I I Imo' 2 4.2- VTR 2I 71, 3_IH 2 1rz• p'V2' 11/2LAV '� I 25'-9' VTR 2' VTR I/2' 2 1/2'1IRWC 2'21'-9'2'-6' 1NK TUB L.T. 3LAV LAV. j �l 2 W. WC I/1' LAv 1/2' TUB 2' 2' 3• 2 AV All WG. I I L__ I ___________- 3 3 2 2 3 11/2' M.G. 2 sHWR2KHWRTi--l' 4 3 WC LAV SINK Co i I 2, ® L --__J TO 3� I MAIN ,® PLUMBING RISER I' -II' 2'-6' 7'-0' 20'-0' in 3E � I = - _ v - 1 I I I I I I HB PLUMBING PLAN SCALE, 1/4 • F-0' 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746076 FAX: 407-7744076 www.abdeslgngmup.mm AA 0: 0003325 , III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613966-2628 FAX: 613$66.2602 riiiiiiiiiii 01111111111 DETEA: 06/09/21 SCALE: 1/4"=1'-O" BFIEET p1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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 D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) 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. S. 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 FBG 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ALLL H AVAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUWC 1 BALANCING DAMPER OR OBD (, CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PA88-THRU AIR GRILL ATTIC CEILING O O EXTERIOR WALL SECURE STRAP PLENUM T y TO CONC. CONDENSER AIR RETURN W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY I REFRIGERANT LINES AIR HANDLER y SECURE STRAP TO UNIT (2) 4' CONCRETE SLAB4 eBXI I/4' SHT. MTL. SCREWS EXTERIOR WALL I 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVG SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRICTURE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS COUNTERSUNK SCORIATED NICKEL FIN. FLOOR C.O. PLUG BRONZE FL. PL. OR WALL 6' i— SEE SPEC. r-e'xa' CONC. BRASS PLUG FIN. GRADE, OR PAVING OR EXTENSION TO FITTING OR R WASTE AS REQUIRED EXTENSION TO SOIL OR WASTE AS 240-K JOSAM 56000 REQUIRED INSIDE7LINv. NICKEL BRASS TOP CAULKPTI/SPEC INV. N S-9 T OFLOOR SLAB CLEAN -OUT (TYP) NEXT. GROUND CLEAN -OUT (TYP S MECHANICAL PLAN SCALE: 1/4 • I'-0' 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407.7744078 wwmabdeaigngmup.wm AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813Nl8&280200 SUDDIV. do IAT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL• 2795- D GARAGE SWIIQG: RIGHT PAGE: MECHANICAL PLAN 150 MPH F.W. B pEg_PLF_ 2X4 TOP PLATE PLAN PRE -FAD TRUSS IR' GLG. DOARD IR' DRYWALL SECURE DT. - PLATE TO SLAD W/ 10d MASONRY NAIL • 32. OIC. MAX PIN. FLR 2X4 WOOD STUDS •24. oz. NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL (NON-BRG.) D 1 SCALE: 3/4' •1'-0' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ C U- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' STFLICTURAL RZINFORCeMENr ♦�i �� pi•b.�JJ�`�J•4••�i�� ipiloclICT ATtA04W TO PILL APPROVAL R5Q u= ►� i O0MACIOR ■,■�rIC"W. ALL =I ►'it��Zi�i�!!�!I�!�!�T�T�T�T�?•?�TiTl�,F•?DiAPICU�V (BY TRAM DRACK" To ,IIf1l"Tow PROIXICT ST00 OVERHEAD DOOR "OTO&D TO Room TRACK DRACKE ffw� AM-ROVAL. R§a 2B GAS LINE THRU BLOCK/ 3 GARAGE DOOR JAMBS °C'1Qi�'. D1 SCALE:I FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. AS PER FBCR 905.1.1. • EA END ROOF SHEATHING FIBERGLASS SHINGLES ROOF SHEATHING THICKNE58 A5 PER WITH PER FBCR 2x BLOCKING BETWEEN TRUSSES SHEET 8NI. A9 PER FEiCR 905.1.1. PER STRUCTURAL DETAILS SECURED PER FIBERGLASS SHINGLES THICIQJE AS PER WITH UNDERLAYM . T SHEET SNI. SECURED PER AS PER FBCR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET D STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE SR EN HIGH 5' - 9' 2x FASCIA PER STRENGTH GLG. 2x FASCIA PER Max I Ax. BOARD REFERENCE ELEVATIONS o. ELEVATIONS T STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER SEE ENERGY CODE 10116 FOR WALL SHEATHING 77 STRUCTURAL DETAILS PRE-ENG TRU99 PRE-ENG TRU89 INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE IEEE ENERGY WOE FOR SWEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE SHEET SNI, SECURE PER 2x FASCIA PER n-p 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS TRUSS ON SHEET SNI. o,H. � �4 ELEVATIONS 5/8' GYPSUM BOARD OR I/2' VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE-ENG WEEPLBGI�ED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRI88 WINDOW ATTACHMENT WEEP SCREED �AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND STRIPS I/i' THICK, 2 GOAT PORTLAND Or- 8' CMU CEMENT PLASTER APPLIED I!!' THICK, 2 COATGYP•WL.'BD. CEMENT PLASTER APPLIED I/1' GYP. WL. BD, PORTLAND CEMENT DIRECTLY TO MASONRY , CMU DIRECTLY TO MASONRY PLASTER APPLIED WOOD BASE WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ • ° _ �, 0'-0' FIN, FLR 0'-0' FIN. FLR_ L • _ 0'-0' FIN, FLR 8, CMu v ROOF SHEATHING THICKNESS IS ROOF " SH ATHING THICKNESS IS R E ;' ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 AND 16095.1. AND 16013B.1. W/ WINDOW OPENING u- TYP WALL SECTION W/ WINDOW OPENINGTYP. WALL NO OPENING /1 NO OPENING SECTION NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE (�4)1-STORY HIP BLOCK WALL INSTALLATION OF ROOFr5__'�1-STORY GABLE BLOCK WALLLE: SCALE, 3/4'•i'-0' INSTALLATION OF ROOF 1 SCALE: 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR p� WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A N C N I T N C T N GrouP� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4076 W W WAbdesigngroup.mm AA #: 0003325 DRAFTING BY: A.S. DESIGN GR]B.LV-D. DRAFTING IN [5439 BEAUMONT CENTESUITE 1004 TAMPA, FLORIDA 33PH: 813686262FAX: 813-886-280 aysaiv. eo ml" SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 1[CDEL' 2795— D GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH ft-17 DATE 06/09/21 SCALE: 1/4"=1'—O" OHEET D1 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED w/ (1) V3' X S' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V8' RAA6HER 4 NIT OR W/ (21 1/2' X 6' ANCHOR BOLTS W/ 4' MIN. EMBEDMENTW/ 2' X 2' X V8' WASHER 4 NUT- ® I/4' TAPCONB 1 1/2, EMBED. e' OC- 4' END OIST- 1 1/2' EDCA DIST. ® 91QC41 2X6 GARAGE DOOR BUCK A C44OR W/ l61 . % X 8' IN. EMM OR .4NG40R BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' x VD' WARIER HAT. (1)8 • of TOP, to WITHIN o' of THE STM erM, R (3) EVENLY SPACED. 0� III NOTES: ALL ANCHORS $HALL DE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTION& WHERE SUCH NSTIOJCTIONS ARE MORE STRINGENT GARAGE DOOR 1�BUCK ATTACHMENT 8' CMU I/2' DRYWALL Ix4 P.T. OR 6/4'x4' MIN. SECURE THRU FRAME 4 ❑ I'X4' EXTEND 1.1/4' INTO P.T. NAILER BLOCK W/ 3116' TAPCONS DOOR CASING IMIN. SWANK 812E J45 MIN HEAD SIZE 300 MIN EMBEDMENT I-114' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" (:) i�DOA TO BLOCK +3/4" OR +5/4" 2X4, 10 SECURE TO BLOCK W/ 3/16' TAPCONS IMIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' OC, MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE A46 MIN NERD SIZE 300 MIN. EMBEDMENT 1 1/49 8. GTAA WITHIN 8' OF EACH END 4 18' OC. MAX $PACING. 1/2' DRYWALL 2X8. ® 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE 14$ MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IB' O.C. MAX SPACIW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" a 1FINDOR TO BLOCK +1 1/2" 2X4, Im SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN S' OF EACH END 4 18' OC. MAX SPACING. 2X6, cm SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -1" MIN. EMBEDMENT 1 1/4') WITHINW OF EACH END e' CMU 4 10' OC, MAX SPACING. 1/2' DRYWALL 2X6. SECURE TO BLOCK ❑ 1'X4' W/(2) 3/16' iAPCONB P.T. NAILER (MIN. SHANK SIZE .145 V W' OJ!$. X 4' MN. MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 6. OF: EACH END 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" �l NDOR TO BLOC +1 15/18" 2X4, SECURE TO CLOCK W/ 3/16' TAPOONS (MIN. 8NA IK SIZE J46 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16- TAPCONB 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE J46 EMBEDMENT INTO CLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WIT14N 6' OP EACH END 6' CMU 4 18' OZ. MAX 6PACING, 1/2' DRYWALL 2X8, 1= FT SECURE TO BLOCK I'X4' W/(2) 3A6' TAPCONS P.T, NAILER (MIN. SH" SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN, EMBEDMENT I V4•) WITHIN 8' OF EACH END 4 b' OC, MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" ��AIN�OII TO HLOCK +2 1/4" 2X4. SECURE TO BLOCK W/3/16' TAPCONS (MIN. SNAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 16' OC. MAX SPACNG 2X4. N81 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' OZ. MAX SPACING. 2X6, = 2X6, cm SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS IW(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 SHANK SIZE 145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 3CO MIN. MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 6' CMU WITHIN S' OF EACH END 18' Or —MAX SPACIW— 4 18' O.C. MAX SPACING. 8, CM 2X8, ® IC' DRYWALL 2X6, CEO 1/2' DRYWALL B TO BLOCK I'X4' SECURE TO BLOCK O) 3/1 W/l2> 9/16' TAPCONS P.T. NAILER W/(2) I/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .146 DOOR CASING (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OSZ. X 4' MIN. MIN. EMBEDMENT 1 1/4•) MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING 4 IS• OC. MAX 4 IS,OC. MAx SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB WINDOW ATTACH TO 2X PER ATTACH TO 2X PER I MANUFACTURES DETAILS, MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" ��an�nTr 'rn arnrrr +n^ _ 2X4, cm SECURE TO BLOCK wl 3A6' TAPCONC (MIN. SHANK SIZE J46 MIN. HEAD SIZE JAM IMIN. EMBEDMENT 1 1/49 WITHN S' OF EACH END 4 16' OC, MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2X6, = ON OUTRIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCCN MIN. 1-1/4' (MIN. SHANK SIZE.146 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 8. cm WITHIN 8' OF EACH END 4 ID' OZ. MAX SPACING. 1/2' DRYWALL 2X6. 1= ❑ I'x4' SECURE TO BLOCK P.T. NAILER W/l2) 3AW TAPCONS DOOR CASING (MIN. SHANK SIZE J46 IKHE MAD 612E 5," MN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 b' OC. MAX SPACING, NOTE, $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)Gd WITHIN S' OF EACH END 4 6' TO S' OZ. MAX DOOR JAI'$ OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" �1E1Nnna_ To_Btnrr( 4.s^ NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 7/18" Lmma R TO HLOCK +3 7/18" 2X4. SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 ID'Or— MAX SPACING. 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MN. EMISEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' OC, MAX SPACING. 2X8, 12® SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' OC, MAX SPACING, NOTE, STRUCTURAL 2X MUST Be ON OUTSIDE 4 SECURED TH OUC44 NON-STRUCTURAL 3/16' TAPCON MIN, 1.1/4' EMBEDMENT INTO BLOCK LJ` 6' CYAA I/2' DRYWALL ❑ I'x4' P.T. NAILER 1' P.T. X 4' MIN. r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 3/4" n 1PIND0W TO BLOCK +3 3/4" A N C N I T N C T i rou Gol� 01 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 WwW.abdmigngmupmm AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 91tl1Y1111 IP UHaly. & LOSILVERADO LOT #7 BLK 16 ROJECT# 03719.001— 07161 MODEL• 2795-D GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL B MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12029.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S3S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/3112024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 22/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0- SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 F8CR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION( BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 INCN IT 19T8-1 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.o m AA 8: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 61338&2628 FAX:813$8&2802 stmDIv. de IAT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL.• 2795-D GARAGE SVnNG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORMED CONTROL JOINT'S FLANGE CP CONTROL JOINTS 4 15E WIRED TIED TO LATH a 8' - Or- MAX (VERTJ. NQgL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT 6TAPL0 W/ %* LEG MAY 1 E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —\ FASTENERS TO BE SPACED e 1' OC. MAX VERTICALLY J' THICK 3 COAT CEMENT / \ / PLASTER \/ WIFE, LAYER 4, FORTIFIBER BUILOWG PAPER APPROVED METAL LATH FASTENED -T' (VERT.) OC. MAX AT SUPPORTS WRE LAYER 1, 6TUS_C0 UAEAP WOOD SHEATHING LATH 614ALL NOT BE CONTINLICUID W To e• b• ro e' THROUGLI CONTROL MW. HIM. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO S' PROM CONTROL JOINT WHEN \ CONTROL JOINT PALLS ON NOM 1FASTENERS FOR LATH TO BE NAILS OR- STRUCTURAL STUD STAPLES IN COMPLIANCE III/ ASTM CI063 2. WIRE TIES TO BE (NO, 19) 0,0419. / 3. I LOCKING SHOWN MAY ISO IN ADDITION/ \ TO WALL STUDS RECUIREO PER FLAN O' M" TYPE CONTROL JOINT OLTVLD aeuRO • FT. a OI.T,AP nw aL M 1. Clali • M. D !. GAME . Fr. C 1 "yd:: "< OLI=tNLAM. Fr.A P�oLµD ® L t'OLO IraMISD . M, a ]. dOAGE • I•T. D e CRaANE . FT. C . POLO PT. C Ovm FT. s TILL M. C MUCH" MQrra, RANGE R'"H°° wAltge TlO•R SEAL Iii QQ Ila cvr. 3 COAT CEMENT SRAM). N' 2 COAT NOTE, APPROVED 15UILDM W AID SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO W TAPED WITH FORTIBER 8HEAT14WG TAPE / r nN. LAP . neTAL LAnI \ LATH VERTICAL LAP TO ISE P n n—Tn METAL LATH IT WIEB LAYER 1, STUCCO WEN• a'MINP lit LAP--ONLYLAY/ �W LOING, PAP-2. TIFIBER� 1 2 ')EAPER LAP. SCALE, I I/t'•I'-0' ® KICKOUT DETAIL PAPER (FRAM OLY) R1. 1 iP()'RAT!ONLY) a a 6t91-0IN! URAF m R.ANSK STOF 14 ARC OtLy) �. mit" OR cm I aXTMuoIe ■zgnuaNiElam � � � _hE W.ALL RAIl la J.�, KICK-= FLAIIHWa (SR MAIL' MAIL' g O —�YM TT m MAAL'SEND OR rJQm. ""ALL KlcxouT LOW RASHND AT pOTTOt M JT s QALL NTERMG"" VERTICAL LATH & PAPER DETAIL NGSEL SIDE LAPS OF METAL MASTER BASES SMALL BE SECURED TO PRIMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0.041E-IN. 021-MM) WIRE AT INTERVALS NOT MORE THAN W (226-MMA AS PER ASTM CV63. FOR REPAIR OF TEARS IN WM LAYERS, TEARS MAY BE PATCHED WA40USE ILRAI• TAPE PER MAGP. SFEC. OR PEEL a STICK WOOD SHEATI BUILDII PAPO STUGO J' THICK 3 COAT CEMENT PLASTER METAL LATH Wm LAYER •2, FORTIPIBER BUILDING PAPER WRB LAYER 1. STUCCO WRAP SHEATHING -INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING WPM LAYER 1, STUCCO UIEAP ILM LAYER 4. FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'.4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MOUSE WQAP. ��IWG TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMDRRAN PLAS14M OVER APPROVED HOUSE WRAP. P AAUING TO XTENr) ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APIPPOVED HOUSE~ AIR INFILTRATION BARRIER OVER SHEATHING ELASTOFERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER S CTION _ Ihen16T IlA.. MWpmowke Exterior use of Portland cement plaster hell comply with the op*Mon requirements of ASTM C 925%. Instellatlon of exterior Iathitq and Gaming shell comply with ASTM C 1063-19a, or ASTM 1787. 4'a4' SELF -ADHERING MEMBRANE PLASHING (COMPATIBLE W/ HOUSE WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 4' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - AO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. T STEP 02 C LEGEND WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ MOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE ER.AP. FLABNUJG TO EXTEND OMTO PIPE OJT AND OVERLAP ONE SIDE OF SELP-ADHERING MEMBRANE FLA6HING DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/161I ZIP WALL 7/727272-7/771 SHEATHING SELF -,4DHE5IVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R703.7.1 / ASTM C-847-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aDUeElgngroup.com AA R: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813888-2802 0 W 0 9U193DIV. 84 1.1071: SILVERADO LOT #7 BLK #16 PROJECT#y 03719.001-07161 MODEL' 2795— D GARAGE SWING: RIGHT "'G WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6. 9ELF-ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S)AND BOTTOM RANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT .'. WATER AWAY FROM JOINTS. `X•:' E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' ;I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT ALL AROUND I I I PER SECTION Exbrior Wtft and t>Iwteritn BACKER ROD I I Exterior use of poriland cement plaster shall comply with the application •X requirements of ASTM C 926-18b. 1. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, " :7C or ASTM 1787. WRB LAYER M, .:K. STUCCO WRAP 1:: HOODED VENT a' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER'S, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER wDOD coN6Tucri� _METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND V TO A' MID -WALL a., is:ao Ar000n 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z HASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1116" ZIP WALL SHEA I HINLI SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHIW5 UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPE' UNDER 'QUICK FLASI VENT PENETRATION tl SCALE, N.T.S. ELEC. METEF VERIFY LO HITCH IV FCL.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELECTRICAL CONDUIT PENETRATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT Ye" TO Ye' MID -WALL WEEP SCREED �W SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WOOD SHEATHING LM LAYER h, STUCCO WRAP U RB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' OC, MAX V TON MID -WALL w9ge ereeen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONW �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAP 8' 5TE1= #5 5TEF #(o nELECTRICAL RECEPTACLE A R C N I T R C T 8 6 Groupla. 144114. NUNALU KhAUAN aLVU. LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-774-4078 www.abdealgngmup.00m AA M: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SW262S FAX: 813686.2802 IINNInI SLJHDIV. da LOT SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 U0DEI.a 2795-D GARAGE E11TiING: RIGHT 'AGEWALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER °2, FORTIFIBER CONSTRUCTION BUILDING PAPER Y4 HAT CHANNEL }' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP, • TOP OF WEEP SCREED - 70 SHEATHING BEHIND WEEP SCREED 1 WOOD SHEATHING WRB LAYER M, STUCCO WRAP - �' THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING i FLASHI WRAPPED `• •� a TOP OF WEEP SCREED TO SHEATHING BELOW 's WRB LAYER M, STUCCO WRAP t- � WR$ LAYER 02, FORTIFIBER BUILDING PAPER SELF-ADHEREING WRB LAYER M, % FLASHING WRAPPED STUCCO WRAf I • CORNER OF CANTILEVER AMICO AM66-UFWG-T80 I l 4' POSITIVE DRAIN 2 WEEP SCREED CUSTOM CASING BEAD - NO GAP INFIELD —/ (SHOW) FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r10 1DTL. ® CANT. SCALE: 11/2--P-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103,11 / A5TM C-841-14a, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH pOE5 NOT MEET 6PECIFICATION5) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH l' THICK 3 COAT CEMENT PLASTER VINYL CORDER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION EVE' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER R i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2.12 HEADER k TV PLA MET WOC 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. METAL DRIP EDGE PEEL STICK) - SET IN FULL BED OF 6' PEEL 4 SEALANT, J9 MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK A' GAP FOR BACKER I vXI % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot t�,, WEATHER RESISTIVE LAYER (2 LAYER PEEL 4' BARRIER M STICK) WRAPPED FRO WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF I li'XI j4 P.T. OR SIMULATE SEALANT,,4* MIN. WOOD (TREX) FILLER SPACE FROM DRP CONTINUOUS FACE TO TREX V GAP FOR BACKS VINYL CASING BEAD ROD 4 SEALANT lot FINISH LAYER f2 LAYER LAYER (2 LATER 4 PEEL 4 STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER '1 WEATHER RESISTIVE I' THIC 3 COAT CEMENT BARRIER -2R VINYL CORNER BEAD 4' WEEffPeS_VE DRAIN AQCREED VINYL CASING BBAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORII SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 2 d' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) &DRIP EDGE INSTALLATION IN OF ONLY) I Y1 GAP FOR BACKER I ROD 4 SEALANT ` VINYL CASING BEAD 10 WATER PROOFING �Ist tl LAYER (2 LAYER PEEL,,— 4 STICK) `PEEL 4 l.k >LUMN SHEATHING FATHER RESISTIVE ARRIER -1 TATTER RESISTIVE ARRIER -2 SAP. \ -EEL 4 STICK 1 )b`x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JS' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF FACE TO TREX WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER R EXTERIOR COLUMN COLUMN SHEATHING Y, GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER i6' SAP LEGEND -1 YQ'x3"L•FLASHING DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROOF CEMENT LAYER "1, STUCCO WRAP) 1 K' X 3' 26 GA. GALV. METAL DRIP EDGE WRB LATER N2 (FORTIFIBER— SET IN FULL BED OF SEALANT,Ji'MIN. BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO' BALCONY DECK TO. CANTILEVER WOOD OR 111ro' ZIP WALL }' THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHE51VE FLASHING W POSITIVE ,DRAIN �CCP Ar'aFY] VINTL GORVER LEAD J / (SWOLLN FOR CLARIFICATION OF VINYL CASING BEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS UJOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 21/2, CAORNER..BEAD FASTENED TO SHEATHING ::�,-aa,x.:„r: ; • T' OZ. MAX. C WRB LAYER M, STUCCO WRAP ..� WOOD SHEATHING METAL LATH WR,B LAYER 4, FORTIMBER BUILDING PAPER 14A ORNER BEAD CG FRAME CORNER BEAD (FASTENER A SPACING s i" O.C,J CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER 41, F + STUCCO WRAP ' I WRB LAYER •2, FORTIRBEIR BUILDING PAPER `II METAL LATH THICK, 3 COAT CEMENT PLASTER SY 6'SELF -ADHERING ' FLASHING Y '!I 1 DRIP CAP ' WINDOW FLANGE WRB L YER M, STUCCp WRAP UURB LAIYY\ER 02, FORTI BUILDING PAPER — METAL LATH �—y, �' THICK, 3 COAT\CEIP PLASTER WSELF-ADHERING FLASHING SHEATHING WRB LAYER 01, 1 1 STUCCO WRAP N ! WRB LAYER 02, FORTIF15ER BUILDINGS PAPER ' METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) DRIP GAP \� WINDOW FLANGE 15B CASING BEAD 0P WINDOW ( FRAME, NO BAND) A R 6 N ITIC r• Grou 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,8bdesIgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134386-2802 IPR LICIT*MDIV. ae IT:SILVERADO LOT #7 BLK 16 OJECT# 03719.001-07161 MODEL' 2795—D GARAGE SWING: RIGHT ""WALL ASSEMBLY DETAILS 150 MPH ENK B WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER EIUILDING PAPER METAL LATH I d' THICK, 3 OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP Y WRB LAER o2, FORTIFIBER BUILDING PAPER METAL LATH ,_W—tEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER'(, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (t5C (FRAME, W/BAND) WOOD SHEATH METAL LATH WRB LAYER RI, STUCCO WRAP WOOD SHEATHING WPM LAYER 42, FORTIFIBER BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT ! STUCCO WRAP PLASTER ,: i WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD i 8T' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 11^j A BAND (FRAME) r SCALE: I I/2'•1'-0' Ye' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION SIDING STUCO J' THICK 3 COAT CEMENT PLASTER METAL LATH UFO LAYER °2, FORTIFIBER BUILDING PAPER UIOOD SHEATHING WRB LAYER M, STUCCO U1RAP \— GASI�EBEAD O' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) UJOOD CONSTRICTION V— BEYOND UIOOD SHEATHING RESISTIVEUZATHER BARRIER � �THER RESISTIVE -2 IER / \ �j( 'IIiE AP SIDUJG / \ HERIN UA UA6 I FLASHING. FL a'U FLASHINGRI L \ WEATHER RESISTIVE BARRIER 9 / STARTER STRIP \ \ WE1ATT RESISTIVE \ (HER DO NOTnCAru—l1LK [Yc I I \ \ .y W SELF -ADHERING !ud e _ — — I / FLASHING \ _ GALV'D METAL GALVD PETAL 'T FLASHING 'Z' PLASHING US, RIIM MMEEMBER / \ d,ra0�° R \ \ SEAL GAP W,CAULKING OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND WEATHER RESISTIVE BARRIER - / LEATHER EA HERESISTIVE XX 1Y�• LAP SIDING / I REVeAL -ADHERM FL G FLAeHrtSHINr, _ STARTER STRIPOR I\ /I CALVE) METAL Z' FLASHMIMGULgTEp BARRI 1 SOD TRIM FEMBER O MM. eP 'r E-2 DEAD VMYL CARING ` [IWi(,' PLCXIBLE PVC / BACKER ROD) \ / FLASHHING'4DHERBJG \ I I I iH1 T 3ACOAT \\\ f I TER BIER IRR1518TIVE \ { WEATHER RESISTIVE BARRIER 4 /— W SELF -ADHERING FLASHING WEATHER RESISTIVE \ CARRIER -1 TO LAP W MIN. ABOVE TOP OF 7' FLASHING WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER 4 S' SIMULATED TRIM MEMBER WEATHER RESISTIVE BARBER -1 (W[X' FLEXIBLE PVC BACI@R ROD) SIDING TO STUCCO \-WEATHERRE51571VE ® FRAME TO FRAME CARRIER 4 �� TRANSITION 1 e7 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 IFORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR Z/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER SEALANT WINDOW FRAME X—X—X—X 0 ------------------------------------------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH 'i WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (WIV FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY y4' GAP TYP CA51NG BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 19Y1 R. RVRNLV RCNIaXR OLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdmIgngmup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813.886-.2 00 moo STJHDIV. de 11m,17114 SILVERADO LOT #7 BLK #16 PROJECT# 03719. 001-07161 Momm.• 2795-D GARAGE SWING: RIGHT P" WALL ASSEMBLY DETAILS %150 MPH EA B AVAEARE4=8 rallFnls `. 8" AND IT CARE SHOULD BE TAXEN IN KEEPING THE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UIILIMO. NAIL IN PLACE SH ICNN IN C GALVANIZED USING 1-1M" NASA AT EACH CORNER. ROOFING CEMENT FA P*Jwn Y SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE E-RE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF REOdAMENCEDINSEVERE WEATHERCOASTAL SHEATINO. SIZE THE OPENING IN ACCOIDANCE MATH THE CHART 8— IN THE EVENTA MECHANICAL VENT FAN IS CONSTRUCTON ZONES. USED, SIZE THE VENTOPENNG IN ACCORDANCE 1VITIH VENT FAN MANUFACTURES PIPING CONNECTION INSTRUCDCNB. DD NOT CUT INTO TRUSSES OR RAFTERS IN ENCUITING THE OPENNG IN THE ROOF. RENOVEINffERFERING SHINGLE NAILS AROUND TE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FlAT TO THE ROOF SMEARING. SUM1 THE TOP LE SIDE FLANGESOFTNIVENTUP ANDSTOI. MVENTFIANGES TO LAY OIJ SNNOLE3. ATHE TE TOP OF THE SHINGLES. SHINGLES, Ih e�u —III ROOF HOOD VENT DETAIL N CUT HWSlURA AT 4S' ANGLE MODEgm 4- O IN NCUSEURAP APPROVED HOUSEVAAP OVER SHEATHKNG OVER WD STUD WALL INSTALL S` SELF -AD ERING BASHING OVER NAILING RANGE AT JAMBS EXTEND FSIL L G MIN FLEXIBLE FLASHING TTSNPO FOLD4 HOUSER TIOG F. m HEA �I FOLD IN AT BLGP STEP 1 DO NOT SEAL BOTTOM -� RN STEP 6 STEP 7 MOLDEDAROUNDSASEOF PIPE AND OVER FLANGE ALIGN FLASHING W/ INT. EDGE OF SILL MO. MaCHWNICALLY FASTBN FANNED EDGES. rCAP NAILS. STAPLES) INSTALL DUPCNT BE)BIRAP AS TH FLASHING AT THE PLUMBING VENT DETAILS APE ADHESIVE - !XISLE P A 14M VIER DRIP GAP T!CTO-BAEAP maw) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 38" VADE VALLEY FLASHING SSA OR HEAVIER FELT UNOERLAYMENT ASPHALT ROOF- CEMENT NO F S" CFCCEENTERLINENERS NE XTRAFASTNERSIN EN)OFSNNGLE XTENDENOSNAKLE AT LEAST 12" BEYOND VALLEYCENIFRUNE 1'CLIPPEDOFF CORNER AT 45 DEGREES �SHIW ES TRIMMED 2'BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE: INTO APPLY ON WU (0 EOUAL)SEALANT H WINDOIUO'N JOINT. FLUID APPLIED FLASHING (LANCO WHITE 'SEAL RC -SS OR Efi1A1A SLOPE SILL TO EX I.I. IT THE CONTACTORS RESPCNWSILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS P10.LDBNCa HQJSEU RAP. SEALANTS A SELF-ADNERNG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAHAFACTURERS WRITTEN SPECFICATIONS WB@IItlGL SEALANTS MAY REACT ADVERSELY F NOT CO"PATISLE. CCLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW RES FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 9ff, INTERIOR PERIMETER OF WINDOW WITH SEALANT 2. FLASHING AT EXTERIOR UANDOU)S AND DOOR OPU NW.6 SHALL BE METALLED N ACCORDANCE BATH MANUFACTURE" INSTALLATION MTFIUCTIONB DETFIOD U OF FCC AND APPROVErRW3A U N ACCORDANCE BATH FENESTRATION MAMFACRSERB INSTALLATION AND FLASHING INOTPUCTI". UI9RNIN& SEALANTS MAY REACT ADVERSELY IF NOT CO-PATISLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE=NTO A A It I T L C T S 6 _20 PH: 407.7746078 V FAX: 407-774-4078 www.abdeslgngroup.wm AA M: 0009325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813S862802 00 svBDrv. ae L.OT SILVERADO LOT #7 BLK #16 P1tOJECTC! 03719.001-07161 MODEL 2795-D GARAGE 19WING: RIGHT P'L"' WALL ASSEMBLY DETAILS 150 MPH M. B 2x6 SUB-BANp W/I'x4' NOTCH u+ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I` 116' TEXTURED I FINISH 0 WOOD I �� 2X6 SUB BAND 1/2' TEXTURED n FINISH 9 CMU METAL FASCIA WRAP Ys' FROM �� C O FL AN B STUCCO, V FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOT : NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN T/S' TEXTURED FINISH - WOOD, 00 I/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU U1R5 LAYER 9, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) —ROOF KICK OUT REMOVED \ \ FOR CLARITY \ROOF DECK (BEYOND) ff�VNOT DRIP EDGE, I' OFF WALL INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT TEXTURED FINISH 0 I WOOD, 1/2' TEXTURED FINISH m CMU —2x6 SUB -BAND W/1'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' 5CA55ED TO TRUSS W/12d NAILS 6'-V O.C. MAX. 2x SUB -BAND W/Ili'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY2'x4' NOTCH ,v END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND WIV2'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-7744078 Vnvw.a bdealgngroop.eom AA #: 0003325 LTAMPA, RAFTING BY: ESIGN GROUP AFTING INC. MONT CENTER BLVD. UITE 1004 FLORIDA 33634 8134MW8 2628 813886-2.2 stmviV. & IAT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MOMM 2795—D GARAGE SWING: RIGHT "'WALL ASSEMBLY DETAILS 150 H EA B 50'-C" 19'-4" 30'1" 18'-0' 27'-7' — — _l — — TE1— _ — — b H r I — — — — FM-16X18— IF2.30X30 '-10' 4'-6" 10'•4" „ 3,_2" „ 3'-2" /, 4'-4" X 1 So � 4" CONC. w W LL SLAB I ~ y a a F1-30X30 4" PVC CHASE / CL llll i 4'4" 1 _I 1" PVC CHASE O I W O *-31/7, ---—FM•i6X18 ---- EXTEND FOR ELEC. 0 �� o ci I 1 SLAB 1 1/2" Y ISLAND i O I 11 I 22%Z' TOP OF SLAB TE-1 J �I *:31/2' %�i ILL I � 4 wil I 1.1 I I I I I I I I � TE2 N I I I I I I, I I TE-2 ----J 1.1 7 0 5 *-51/2" I I . EXTEND SLAB 1 1/7 11 I y I I •31/2" Fi-24X24 4 � I xw 3'_5" FMC-16X18 U 4' CONC. SLAB 2'-0" #IMI-X18 4' m 3'-O" 3'•7' 7'-6" �� 4-7112" FM-18X18 _ _ Ft-24X24 _ T E -1 _ ; r N J H. — — — 1' i — FM-16X18 — — — — ' 7'-8" I T-0" 9'4" 20'•0" 50'-0" SLAB 010TO0P OF A FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, E1INDICATES #I6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (# 5 _ 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm - 2,OD0 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WNV A SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 WIAIW1.4 OVER GENERAL 3 1/2, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG FM-16x18 16, CONTINUOUS 18" (2) #Ss - No. -a' FMC-16k18 16" CONTINUOUS 18" (2) #5's #51N CURB VARIES F1-24x24 24" 24" 12" (2) #5's - (-)8"BELOW GRD TE-1 8" SEE PLAN 8" F(2)'s (1)#5's (-)0'_4"TE-2 8" SEE PLAN 1.(1)#5's ()0' 0'CWC-12X12 17, CONTINUOUS 12" (2)#5's #51N CURB VARIES F1.30X30 30" 30' 1'(3)#5's (-)8"BELOW GRD30' 17'(3) #5's - 17' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" GrouFn. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 8134386.2802 ININM aiuiaiw� BtmDIV. & LOT: SILVERADO LOT #7 BLK #16 PROJECT#4 03719.001-07161 MODEL 2795-D GARAGE BVWG: RIGHT PAGE: FOUNDATION PLAN 15 H DIM. O6/09/21 SCALE: 1/4"=1'-O'* SHEET si 30" MIN, EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED " STEEL REINFORCING IN GROUTED �°• 1 _•a CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND a • a SPACING REQUIREMENTS r SPACING REQUIREMENTS as• arG C <W �p Y— Qw mU Nj • . as Oy ¢ .I F_ —:.. ° •. FCORNER 0' N 8" CMU WALL O 8"CMU WALL > . BARS, SAME SIZE AS LARGER BAR I 0 to g o - Z +- 0'-0" ;' I IN FOUNDATION WITH 30" LEG EACH +_ 0'4' ° '4 WAY AT ALL CHANGES IN DIRECTIONS �' TOP OF SLAB TOP OF SLAB ,,II I ... I SO THAT THE STEEL REINS IS CONTINUOUS Iy--�.�,4-.-.T� ; ..=� I : MATCH AMOUNT OF CONTINUOUS BARS L� •'� 4 • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) EXT. PORCH SLAB - ARIES SEE SLAB SCHEDULE TOP OF GARAGE . I ,I� °- a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" ISOLATION ,•,, JOINT (WHERE - • • 6" CHAMFER (2-STORY) 18" #4 24" W/ 1/2' ISOLATION I' 4"CHAMFER (1STORV) l� � � '� 6" CHAMFER (2-STORY) .: APPLICABLE) Z SEE SCHEDULE #6 30" JOINT(WHERE APPLICABLE) Z • i EE SCHEDULE 4, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR BAR SIZE ' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST a BAR AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42„ N K_,_'�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SCALE: 3/4"=l'-U' CORNER BARS DETAIL SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR zl�u RECESS w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g 01 WALL W/ SYP N Q B• w = I 0 0_ No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ W j VJ NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2' w U N 0. SECURED W/ 2- PART pO,gTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH t0 2' CAPPED a 1. 5 EPDXY. MIN. EMBED 8", UNO EPDXY 5-12" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 MAX. CURS FOR GALVANIZED PIPE Q FOLLOW ALL MANF. BTM AND TOP PLATE i`V MASONRY W/FLANGE ®BASE W !r I SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12" c Z UNITS SET AT ELEV: USE AND COMMON NAILS FILL ALL -p PREPARATION OF HOLE. HOLES, DO NOT USE 10d 3' SECURE FLANGE TO x SLAB SCHEDULE Q SLAB W/(4)1/4" X 2114' o p } [SEE +_ 01 TAPCONS M OQQO TOP OF SLAB ' PQ <. _ RECESS AROUND GARAGE 4"CHAMFER(1-STORY) 6" CHAMFER (2STORY) ♦ �. r - DOOR OPENING � ,�a e �'• SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON NAILS, 4"O/C BTM, VERIFY HEIGHT SCALE: 3/4"=1'-0 BOLLARD c MONOLITHIC FOUNDATION 2-ROWS, OF WALL W/ PLAN 5 SCALE: 3/4"=1'-0 V SCALE: 3/4"=V-7' (W/ UPLIFT) LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB V / d MASONRY NAIL 16" O/C STAGGERED. LAP TOP PLATE A MIN. OF 49' — ADDITIONAL METAL AND NAIL W/ 16d COMMON CONNECTORS NOT NAILS, 2-ROWS, 4" 0!C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED REQUIRED WHEN NO LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND UPLIFT IS PRESENT. SPACING REQUIREMENTS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z SEE SLAB SCHEDULE � WALL W/ SYP No 2 STUDS SEE i Q PLANS FOR SPACING. SINGLE Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0. L]} TOP OF SLAB •� 4 PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. C LU41r •\`` ADDITIONAL METAL o] • _4 CONNECTORS NOT v EL a a REQUIRED WHEN NO UPLIFT IS PRESENT. 0' 8" CMU WALL . .e• a• POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TVP.) EQ. EQ. SEE SCHEDULE ., TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING FOR WxD, BAR SIZE [yam+--�--� TGROUTED AND BAR QUANTITY ._ D' OP OF SLAB 'e• Z -SEE SLAB SCHEDULE . 12" DIA. SIMPSON STB2 BOLTS S' MEMBEDMENTIN ��INTERIOR CURB FOUNDATION WOOD WALL Q •! "ISOLATED" COLUMN PAD n CELL, 4" FROM ENDS AND E 6DALE: 3/4"=,'.D" (NO UPLIFT) •_� °• • CENTERED UNDER WALL AND 16'0.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE s FOR WxD, BAR SIZE AND BAR QUANTITY I AND BAR QUANTITY VARIES 6' ��INTERIOR FOUNDATION WOOD WALL BQALE 34"=,'0 (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: yC SCALE: 3/4"=1'-fY' (,7uLONr - i m=0 SHOWER RECESS FOOTER 12 SCALE: V=V-0" 6 Grouja. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. I 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813.886-2802 SUBDIV. do ITT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL: 2795—D GARAGE SWING: RIGHT PAGE: DETAILS 150 WH EXP. B JUN PRTE:INT 06/09/21 DA SCALE: 1/4"=1'-O" SHEET S1.1A Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmlgngmup.com AA k: 0003325 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-686-262S FAX:8136862602 BU13DIV. & LOT SILVERADO LOT #7 BLK #16 PROJECT# 03719, 001-07161 MODEL. 2795—D GARAGE SWING: RIGHT PAGE: DOWEL PLAN 15 PH W. B of DOWEL PLAN SCALE: 1 /4" = P-0" TIE VERTICAL REBAR TO HORIZONTAL RE W/1I HOOK GROUTED BOND BEAM VARIES PER ELEV. _Z e cG 4. I .. Q p CLEAN OUT REQUIRED ¢� FOR INSPECTION m a TIE VERTICAL REBAR e� °e TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 148 BAR DIA. Z� #3 18" O #4 211 U #5 30" #6 36' #7 47' HORIZONTAL/VERTICAL REINFORCING � SCALE: 314"=1'-0' A Z OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA METHOD #4 1 24" HORIZONTAL/VERTICAL #6 30' REINFORCING #7 42' L SCALE: 3/4"=1'-0" #5 BARS Ell. D CMU UNIT DIMENSIONS ro ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" A M C MIT It T= GrGou� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 �INIII 9RIYIYI3 SUIBDIV. & I.OT: SILVERADO LOT #7 BLK 16 PROJECT#µ 03719.001-07161 MODEI4 2795-D GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXY, B -------------- I ------------------------------------------------- 8F16-IT/0lWlB 8FIO-lT/OM/DB BF16AT/OM/1121 Emosmaggel Ell 16 i OD AH7 dP 8FI6-1T/OWIB % N % 71 0 1-5 % S, UNO, PROVIDE BBI WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. T-4", UNO. 8RF14- IT/0M/0B wamw IN N % 4p FH5 "I y 8F36-1T/OM/0B UIE e 8F16-IT/OM/OB 1 1'-4- r— — — — — — — — — — — — - a--- — 17-4" LJ LIFT BEAM PLAN SCALE: 1/4" = V-17' FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Did x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H 1 OA OR LGT2 WI 1 Old x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACOTUATED FASTENER, ZF 72 PBS36,.177" ' x 2 7/8" LONG, WITH WASHER C 16"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 11 ALL ELEVATIONS ARE REFERENCED FROM 0'4', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION & REMARK I (2) 2X12 (2) 2X8 BEAM SCHEDULE ZM2RW INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L.=BOTTOM OF UNTELIT.0A. =TOP OF ARCH /TO,$ =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS BTM Top MID SIZE SPACING —BBI MASONRY 3000 1 8x8 — 1 (1) #5 1 GROUTED SOLID 6 GraouslOnam Design - $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813-SS6-2802 IYINnI armm� BT-TIBDIV. ad LID SILVERADO LOT #7 BLK #16 PROJECT*03719.001-071611 MODIM, 2795-D GAJV-#.GZ BVING: RIGHT PAGIIII: LIFT BEAM PLAN AND NOTES % 150 MPH EA% B J N 1 0 ATDATE: 'r 06/09/21 scAxm: 1/4"=1'-O" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'k6' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\, NO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 3D' LAP FOR EACH OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' / TOP OF THE LINTEL. / A \�—'6O� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10" HOOK 8xl6 DEL / � 6 OND TOP OF ,\Y\•�' 0 BEAM W/(1)#5 BAR BOND BEAM EACH COURSE •\O \p1G Bx8 BOND BEAM TOP OF • ..�. BOND BEAM30" CP`G� W/(1)#5 BARIREFER, TYPICAL �C F =FILLED W/GROUT-\AC U = UNFILLED GROUT SOLID FRTOPNOMINAL LINTEL TO TOP OOFOPENING WIDTH # OF #5'S, IN 2NO BONBEAM, IF FILLED BEAM COURSE#5 BAR IN BOND BEAM SEE NOTE 5 A �,\c\_`�� 16-1 T/1 M/ B 8x8 PRE -CAST Cp0 F� NOMINAL—�� LINTEL WI (1) #S LENGTH OF BARF MASONRY CORNER V91 HEIGHT #OF#5'S,TOP e OPE"'NG-rBEAM DESIGNATION OR IT IS THIS ENGINEER'S INTENT BOND BEAM COURSEREINFORCING OF BEAM THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST C BOND ANDXFXX.1T/OM/OBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERSCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 20 (MIN 2 X 3)1.3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6(MIN 2 X 3) 2-3116 TAPCON PRE -CAST OR DRIVE PIN(MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.30) SILL MIN EMBEDMENT 1 114") 6' LOPE ff FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" Q EMBEDMENT 4 TAPCOIN OR DRIVEIPIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8"FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEPSCALE:11-=1'-0 C J SCALE: 3 SCALE' 3/4"=1'-0 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER A BAR, 3Ox30 TURNED UP 9 OR TURNED DOWN INTO STEEL REINF. OF F (I / FILLED CELL BOND. BEAM 9 II I II / 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 c SINGLE LINTEL, MULTIPLE OPENINGS A R C N I T N C T V 6 GrouP2M i41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 WwW.abdllgngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: 813-SM2902 9i7111DIV. do LOT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEL• 2795—D GAP.AGIC SWiMG: RIGHT PAGE: DETAILS 150 MPH EXP. B y✓� q n r n n r r ; n n r r r r k k k k k L) O O u� u� u@ u� w w w @ fi FRAMING NOTES: 1.U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 10d x 1 1/2" HOG NAILS. CJl CONCRETE TO WOOD FLOOR:----—SIMPSON II —,I Ir--m--til---ir--�r---»---y rill II CJ1 LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: IrCJ3 s n n u n n n n n n n n n n n nu n n n CJ3TSIMPSON Hi DA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES.2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENERINSCHEDULE. CJ5 6. n e 11 11 n 1B I 9 11 e u 11 11 u nn n n • CJ5T 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 3,1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH to AH7 I 1 MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS I I ARE TO BE GALVANIZED. _ s AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, — — — — — CONNECTERS ARE TO BE GALVANIZED. = — — — — — — — s ' � � ` - '- '- '- = `- 6 AH 11 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE _ - = = =' — = = �'- � = � = = ` s 3 1 CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND =BIOIO=?a�=arl—aa—a�a�_=�a_�=_=___RESM __ _amm __�=_�5�=_ _ AH13 CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. dasasa=a=as sales=a=sea=a.a.== AH15 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE sass=a=a=== SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE I I FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS a I` a - - - - - AH77 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �a=a=a==a=a=®i' '==='a=a= ______ AH19 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I FASTENER, ZF 72 P8S36, .17T ° x 2 7/8" LONG, WITH WASHER a 16" O.C. ,) ss� : a� = a : sas = a = aes = ae�l= asp a a.a s a _ =s®: a =: s ®= a®s a =sea = a = AH21 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I I UNLESS OTHERWISE SHOWN DIFFERENT, I 1 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 21as®=s:ass=a=a=ai.:a® . a.=aafi22xe s as— s as —a-- = AH23 RATIONAL ANALYSIS. I I I ATTIC I 13. ALL ELEVATIONS ARE REFERENCED FROM 94% FINISH FLOOR. UNLESS I = a = = a = _� J-ACQE48� _=ease : aaa=sass = sa== a: a s=aa. _ ::. aa=QQ = a� . s:: s=®+= a A NOTED OTHERWISE. II I d......as=..a.==Qac=a=a>sa.a== ... A I --aa.®aa. a. a.®.a:as =a===a=seas=: Al TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE =z®===a=a===aam==.... a. s:.ass=a=aqm=a: ==m a=a=m� Al FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS I I WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT = :a= --as a. : ----- Al SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I I 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO ASTEEL COLUMN. I 1 f I alamsa xaaaas =z:caaaa a=®asses ... a.a.:s seems.. I W sea �a =�' A2 MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. I C) I I >fa:.:.ass:✓:®.:.a=asas�� =aa====6=av�:==®:=aa�a� A2 —— =J >♦......ap a. a... - — - =ass ---a= A3 I PREFABRICATED ROOF L---------- j TRUSSES 024"O.C. MAX e—ass:a—s--seessc.—.=z-a----s =._=ass:. a aas A4 =asaa=aama=aaa....s..m.—s a. a a s a s--sa:s. a..esaea:a:a=s� A5 I I ass...sa ... a. a. as ... a.s a s a. a. a===sack I I A5 I =aassa.as=a:=asasa. a: a:=ass�sa=a..ma.seasas:F A5 II I .ss.so.==. a.aaasaaaaaaaa=a a .s.�.as.e.a.a.—sap AH23A ti�A I II s =. s....as=..a ... AH21A L----------------- J s =sue=s=a=seas==a=sass:==® .a.a= sass-asa.a=seas= = AH19A a� --- .a®.asa.�aa:s®=�. al sae am a��a:�aa �- a�.:=—sa. � _ AH17D I ( ATTIC =ACES.. a ... a . _ .asasa:a.�s =as = (2)H10A(TYPQ AH15D 1 i BEARING WALL) AH13D I �.r :=ease=a®a asaaaaa. .a�saa - sas.es=aa=aaaasesa�=s:saaea a AH110 IoJlo,' .oIIto Am a ONE" 00 LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-774-4078 www.abdeslgngroup.com AA N:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $13-886-2628 FAX: 913895-2902 SUBDIV. da LOT: SILVERA 10 LOT #7 BLK 16 PROJECT# 03719.001-07161 MODEL: 2795-D GARAGE SWING: RIGHT PAGE: FRAMING PLAN PH E L� A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETAt6 TRUSS ANCHORS WITH (12) 16d x 3 } NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4", 6', 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = 1-1:1810 LBS, L770 LES (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) � I a TYPICAL TRUSS/ In U I� GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' ENGINEERED WOOD TRL (0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d X 1 }'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4", 6", 8" x 4'-U' MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SDS �' x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)?' x 5" TITEN HD TO CMU AND (18) BOB �' x lx2, 2x WOOD FA.IA SCAL 3" TO GIRDER SEE ARCHRECTR C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16tl (2) J' x 5'TITEN HD TO CMU AND (18) BOB }' x 3" GALV. COMMON NAILS. 112 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, TEACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' # 1100 UPLIFT SIMPSON - HTSM20 W11010d TO TRUSS AND (4) 1Wx21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 4' ORO.C. l(AT SHEATHING T LSTA1220 GAUGE SEAMS) W/ 10dxl/2 HOG NAILS 0'-0" TO 30'-0" (1)'W- BRACE 0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE ® CENTER SECURE 2x8 PT. PLATE FLOOR (2) .X" BRACE DIVIDED EQUALLY TO BILK W/ 12" DIA. GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. ANCHOR BOLT Wl 7' OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC ® MAX4 �7 . 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 KipBTM. CHORD P.T. PLATE W/ 12d's S' PRE-ENG FLOOR TRUSS 1 01 BRACING, SEE STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1f2" HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH Cl-G. BOARD MAY NOT BE (2) 10d's @ EACH TRUSS iv F n. 0-0 SECURE TRUSS TO TOP PLATE w/ (2) REQUIRED INSTALLED 16d TOENAILS BTM. CHORD OF DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH T TrWOOD ROOF TRUSSES MIN. 7" EMBEDMENT TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112' GYP. WL BD. 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=,•-0" (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/6' HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >519' 01 t"'�BTM. HOLE DIAMETER PLATE <3/5•0 DBL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 t/2"=1'-0" GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3l4"=1'-0" NOTE: A - WH- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 341 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4`SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4^ SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' lx4 BTM. CHORD BRACING 6-9' O/C —/ —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4' T-U' 5'EDGE CENTRAL SPACING SPACING SEE SEEIITM CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE Ell El PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD g LAP A MIN OF 4!-T. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN &' O/C. 5, IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, --'T LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDGESPACNG CBIRtALBP ;W A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 210 12" 8" O/C 16, O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 200 14" 6" O/C F DOUBLE 2x12 3W' 6" O/C 10 WOOD LEDGER DETAIL SCALE: 31C" 1'1" BLOCK WALL W/ GABLE END PRE—ENG'D TRUSS SCALE: 3/4"=l'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" A I C N I T 1 C T 1 6 GrouPl�. $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE SOD4 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 Of I�Il�llall SUSDIV. ae L.OT: SILVERADO LOT #7 BLK #16 PROJECT# 03719.001-07161 MODEIa 2795— D GARAGE SWING: RIGHT PAGE: DETAILS V. 15CL.MPH EA B FLOOR DECK El CM 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, 1 FLOOR BRACING SCALE:3/4"=1'-0" SIMPSON HB W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (e) 0a EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING If SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/7' HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" PLYWOOD SHEATHING, SEE SHEATHIN ILIFLOOR FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 21" O.C. w/ 12)12d TRUSSES 0 24" O/C, TOE NAILS EA SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL RT (2) SIMPSON OTC CLIPS W/ SEE SCHEDULE (2) 3/i6' X 1 3l4" FOR BOND BEAM RED, CONCRETE SCREWS INTO CMU AT BLOCKING W/ 14' 8'CMU WALL. MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. BLOCKING WALL BRACING NOW BEARING EXT. WALL 2x STUDS PER PLANS 2. STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 NAILS 2X4 SYP DIAL. WHERE IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING ® EA, BRACE. NOTE: OP OF FL T U (TTOP FLR TRUSS Wf ( . (AT SHEATHING BRACE W/ (3)12d B 4'•0" O.C. (AT SHEATHING SEAMS) ) STAGGERED UPPER PLY INTO 2x6 x 2" LONG 3" O.C.; NI TOENAIL INTO TRUSS W/ 4 16d O STRUCTURAL SHEATHING 4 (TOP 2X4 SUPPORTS BT. CEA. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS � EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; - 3/4", SHOWN 2x4 BRACE Q 48" O.C. wl (5)12d 1'-4" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" TO 30'-0" (1)'OC"BRACE NAILS ® EA. END LINE 2x6 CONT. W/ (8)16d NAILS 30'-," TO 60'-0 (3)'O(" BRACE DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX ®BT. Of FLOOR TRUSS PRE-ENG GABLE TRUSS (1) W- BRACE 0 CENTER 8"CMU WALL AT 16' O.C. AND 6' FROM INTO BLOCKING (BT. 2X6 IS FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1 2" EMBED. 16d NAILS 0 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC l4" PER ELEVATION PER ELEVATION O;r�• PLYWOOD SHEATHING, SEE z +PATS+ "ROOFANALLFLOOR 0 �x SHEATHING FASTENER SCHEDULE" PER ELEVATION O PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2.4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD T/ FLOOR TRUSSES (SEE FRAMING PLAN) TRUSS MFG. SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3) i6d ENGINEERED WOOD 17' O.C. FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ SIMPSON HETA-16 0 GALV. COMMON NAILS. TRUSSES 0 24" O/C, REPAIR DETAIL IF EVERY TRUSS (VERIFY 1x2SECUREDW/10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW . ; SIMPSON HETA-16 — W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW 37' O.C. MAX. 0 12, O/C AND APPROVAL SECURED W/ (2R12d's AT TRUSSES PARALLEL (VERIFY TRUSS SECTION DETAIL MASONRY UEACH TRUSS BEAM TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENG FLOOR TRUSSES SCALE: 3/4"=l'-9' 6 W/ HIP RETURN SCALE: 3/4"=T-C' PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER E VATI FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK , W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2" HIGH W/ 10 DIA. ANCHOR BOLT W/7' •-�'•' ; A-SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U.99 0 LBS W/ (14)10d TRUSS TO TOP PLATE wl (2) r WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT37'OCMAXB-(2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TOZx8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT, LINTEL COURSE PROVIDE DBL. TOP PLATE �o• PROVIDE BLOCKING SIMPSON SPH4 OR 6PH6 BTM 1/7' 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 0 EACH FILL ALL HOLES, DO NOT USE 10dx3' 1/2N9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-(Y'O.C. MAX, EPDXY 5-1/7' EMBED. MIN. ® 16' �OaS b 1OCi OC MAX. SCALE 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' 8 a TRUETO POST CONNECTION SCALE: 3 4"=1'-0 .e • A-SIMPSON MTS-12U <990 LBS W/(14)100 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) 5/8"° A.T.R. TO HDU4 AND (10)114" X 2 112'SOS TO POST TRUSS CONNECTION @ L.B.W. 9b P08TT0SLABc0NNECTI0N as SCALE: 3/4"=T-V A&B - SIMPSON ABU44Z POST BASE <U 1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/5/8 DIA, x 6' EXP. BOLT C_SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5Z' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-10 NAILS TO POST. A R C N I T 9 C T 61 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813-986-2628 FAX: 813886-2802 a�mmi� SVHDIV. ad LOT: SILVERADO LOT #7 BLK 16 PROJECT# 03719.001-07161 MODEL• 2795—D GARAGE SWING: RIGHT PAGE: DETAILS 1 H MA B 1 FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24116) or 15/37' STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1132/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS C 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3M' 0.113 170,000 RI& 0 RINGS SCREW SHANK PER INCH) RSRS-01 8d RINGSHANlK, PNEUMATIC 23W 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 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 ROOF SNEATHIM ATTACHE#AENT SPACING ZONE 1: 8d NAILS C 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Q N Z w Z L�7w Y =U y0 Z6 tt - ITYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING rr L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & 1 ADD'L DROPPED O TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W! BLOCKING 0 161O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS 0 6'-8" O.C. MAX E4GES & 12' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS • .....A...... • Vol, .. F .....A..kVATATATAT A ."'. ._. ` • • • • • • • All ROOF WIND DESIGN PRESSURES ETIN."' ASDET. m E1=m.6ZONE ZONE1e=. ZONE.=9B38 urea-_ zoNEa=4s.6 "A"= 4'.0' ENO ZONE DISTANCE ND8PEE0:158MPH EX RECATEGORv.4 PM`Puc:BiE�-4_ PREssuRECOEFFICIENT 018 ti 3E FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AWUGIKKJ 812E TYPE BPAgN3 REMARKS APPUGl10N 812E TYPE SPACING 11Q PT ftIRRING ro MASONRY/GONG CASE M4FAETJED WIL NML1 tYY LONG. e. GAAAOE DOOR Blxx( TO MASOMY/OONC 114' qA NO YMBHER TAPCON M490NRY FASTENER 9"OIC 1lT EMBED, 1' END DIST., I - EDGE DIET. bGOPAL.E%T.WOR3 CANAL FASTENED GARAGE WOR BUCK Po' qA OR 1MgA E%PMA910N BAT ,eOIC Is'e"qA) 4"EMBEO.,END qBT., . BEE NOTED IllENEDCOIL1NNOOWODORI NNLI/T LONG. STAGGERED INTO M480NRYICONC. TO MABONRY/OONC vA wAAEHE 24.O,C 11/T qfO 9"EIX3E q8T. 1MN00W.. CASE HAROENEDCOIL s•GIC WINOONYDOOR IF IEN D METAL a�RAPT. CONTACT THIS ENGINEER FOR SPACING PT, eEE NOTES NNL+1?LONG. STAGGERED INro MAeowxvrcoNc. MASa+RV IDONc. REQUIREMENTS FXT. —No DJON q) Lte'g0. TAPCOId 1 IIT EMBED, B-END. NONE NG WOOD tlt" PPNMON 4' EMBED 4-ETD Ex BLCYt L PT, BEE NDTEB NO WAeHER FASTNER f Y GC qBT., i 1? EDGE qei. -TO(- eLPB W/ WA&IER BOLT 24 qC qST., 0' EDGE qBT. hM NOTEI BIq( •PAFAZI,Y YOC 4•ENO.geT.1 PT TO SIEEL COL., EEE O.i1Y1 WASHER 9T OGERED EOOE g8T.1? NOTE6 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS 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 DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 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 DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 31C, WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CH40AFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 8#9L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th 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 STRUCTURALDEPENDING 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 OTHERS. SYP #2 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al084/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O' OC, EACH WAY. DO NOT SCALE ORAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 0 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS 2 TOP CHORD REVIEW. 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 SE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, 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 "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 0 Psf +Ion�onwrlaM TYP. MIN LAPS SHALL BE AS FOLLOWS'. #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurisnt DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 sf BTM CHORD 5 0 BTM CHORD P P DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 PET STAIRS LIVE LOAD 40 pO WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH UMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: MOO, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd,, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE MATH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WTHOUT 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. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D4557. 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 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC94IC94M OR MEASURING, MXING, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.1/2" FOR #5 AND SMALLER Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30" #7 BAR - 47' THUS MANUFACTURER LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF S VM PROVIDE 38" x 38"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS Of HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL E CONTINUOUS THROUGHOUT T F T B HE HEIGHT O HE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. 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 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, 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 Wl ASLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 38 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM ASWA53M, GRADE B, TYPE E OR S, Fy = 35 ksi. 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 I 0 L E LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS MATH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE VYITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A R C R I T R C T 8-1 Grouolg 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdealgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813-986-2802 BXMDIV. Ac LOT: SILVERADO LOT #7 BLK #16 PltOJECT# 03719.001-07161 MODEL• 2795-D GARAGE BTYING: RIGHT PAGE: DETAILS 15 M E B 10 DATE: DlTE: 06/09/21 BCAiAE: 1/4"=1'—O" S 1-1EET s NI a FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH (D STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL O7 STAPLES INSTALLED SOFFIT 1O HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO ® FASCIA,/J-CHANNEL® OSLOOD) IN J-CHANNEL MAX. nPTAII A I A5(.:IA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN 10 I -STAPLES O7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ3 k" MAX --c4 lo- DETAIL D O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ---I Q3 J-CHANNEL i„ 1n13r1imd J-U HAIV IV t L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN SPAN 'L-- SEE DETAIL'A'--' SEE DETAIL'E'-"' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL 'D'-- OFFIT SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END L BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. WOOD BATTEN �L �J-CHANNELQ3 v DETAIL B 7em: X. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 44 L- 1X2 WOOD BATTEN WOOD BATTEN @ O S t(DNSTALLATION SCREWBATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLESINSTALLED @ 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 3Q J-CHANNEL J" DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. �_ • 13.519 EAVE WIDTH zd (ROOF 49 3.625 .375 3.625 .375 3.6 OVERHANG) 5 \ A6 .03 12 CONCRETE Dtzd A CMU OR WOOD vr� (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 I N C N I T I C T II 6 Groin -, -.1. m: OL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdiesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-262S FAX: 613 S6.2B02 IIhINNI 911NIR11� 9uBDIV. as IAT SILVERADO LOT #7 BLK 16 PROJECT# 03719.001-07161 MODEIe 2795- D GARAGE SWING: RIGHT P'tOFFIT DETAILS 150 MPH EXP. VV U Z"JN"+ DATE06/09/21 SCALE: 1/4•'=1'-0" SDI 31 • 1p is A