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HomeMy WebLinkAboutBuilding PlansIF :k Sr F 4 cq�Y STATE OF FLORIDA j CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972' ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIANHARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's F1.. =1 BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. eZ�s4.. � .. , .�,.,�,, r u�s�,f 0 x n o a `"'.�—«- Q*w�sr��?a:. t,-. ):t�"i 7 r.wa -,°.;-7092 Fax (321) 733-72 DESIGN CRITERIA: �- ABBREVIATIONS REVISIONS - ���MA �' IG CODE, ��� ry111 EDMO14 (20) -ATL LOCAL IND STATE CODES ABV A C ADJ.ADJUSTABLE ALT. ABOVE AIR CONDITIONING ALTERNATE LUM M C MFR. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER DATE DESCRIPTION OIA5/19 2011 F5C UPDATE -OCCUPANCY — RESIDENTIAL, GROUP R3 AMP BD. AMPERAGE BOARD MM M.T.METALTHRESHOLD MINIMUM 01116118 ---------.-- CO'S RE -ISSUED -CONSTRUCTION TYPE — VB - MIN. INTERIOR FINISH — CLASS B - BASIC WIND SPEED — Vult=160 MPH CL CAB. CLG CLR CENTERLINE CABINET CEILING CLEAR MTD MTI, N.T.S. o C. MOUNTED MFTAI.' NOT TO SCALE ON CENTER 0212IAB ------- SIDING. ELEVATIONS ADDED 03R6A8 4 CD'S RE ISSUED Vasd=124 MPH -EXPOSURE - C -1—STORY RESIDENCE — CONC. CPT C.T., D. CONCRETE CARPET CERAMIC TILE DRYER PL P B PH. PLT. PROPERTY LINE PUSH BUTTON PHONE PLATE 0411BAB _ FOOTING REVISION PER M.80WES — 06127/IS CD'CJ' RE_I.SSUED 02A9/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES DBL. D G,, DIA DOUBLE DUAL GLAZED DIAMETER PLYWD. PR. PT PLYWOOD PAIR PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM DISP. DR DR v S, - DTE. D W EA.:: ELEV. EX. XW. EXT. F.GJFX F.G1 FIN� FLIP FL OR FR:DR FTe GA;I GAii. DISP G FBI. GL:.', GYP. BD H.B� ITC. HDR HGT. OR HT III., INTI DIMENSION DISPOSAL - DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDG'LASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR R. RAD. RAG. REF RM. R.O.ROUGH S.C.SOLID S.D. s.H. SHT. SHTHG.. SHWR. SIM SL SL GL. STD SWS TEMP THK T.O.C. T.O.P. T.O.S. TYP U.N.O. V.P. W. W/ WD:.. WDW W/H _ W.I. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OPENING. CORE FXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING. SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE. VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER .WROUGHT IRON 03/28AIJ �— REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/15 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATWN (MEL5. S/� y . rnl �wT/f �� . . 04/24/113 REVISED HVAC VOLUMES ON SGIFT CALC SCHEDULE (MEL6.) LIVING IS16 50. FT. GARAGE 430 80. FT. ENTRY 16 60, FT. LANAI 80 so. FT. TOTAL 2442 $Q, FT. A/C VOLUME 1641-I10 CU. FT. MAVIS ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06RI/19 ADDED LEI LIGHTS + KITCHEN 4 5ATH PER MARK 50WES 01/19A9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 05AIA9 ELEVATION Ys' SIDING -ADDED LOUVER a GAME ROOF 10R5A9 ADDED OPT. 6'-O' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPWN CONNECTORS 04/01/20 — REVISE ENKAVENT RADON PLAN DIMENSIONS 04/0WO OPT. B'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER .. 04/0W0 OPT. &-0' CLG. HGT. ELEVATION 'F REVISED HEIGHT OF ARCHWAY 05/06R0 ADDED ELEVATIONS 'L' 4 TT (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/01/21 „. 2020 FEC UPDATE - - 1 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR ` PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG WAI—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3`—WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5—NOT USED PG WAIS—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG SIAA-DETAILS PG S1,2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A—SAFE LOAD TABLES PG S3-FRAMING' PLAN PG S3.1A—DETAILS PG S3.1B—DIaTAILS PG: S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION Reviewedfor Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,. abd esi gngrou p.corn AA #: 0003325 S1LT13DIV. & LOT< REEKSIDF f PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL 4 E BB "1828-CALI" s 0_4; AGE SWIN43: LEFT PAGE: r, I COVER SHEET I 1 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA i FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"=1'— € °` gi ZET _... �-s I' alw 1 z GENERAL N®TES STTE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIKSEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOODASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE - I DISTANCE FROM THE NEAREST €DGE OFTHEFOOTING. F. AMERICAN WOOD PRESERVERS A ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 ;, ALL BACKFILL AT STRUCTURES, SLABS,; STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS 2. EXPOSED ALL LUMBER OSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MUST BE PRESSURE TREATED. T, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR HE RESULTS O ANY ERRORS LT F DISCREPANCIES OR IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THEBUILDING 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT S I O OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. ..NOTCHING OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON N1. S_, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) >, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 6, MINIMUM DIMENSION OF ,ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA $HALL BE 8 FT SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE' DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) ASAPPROVE� 7HE BUILDING OFFICIAL 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS IL " " NIaEQ RQLfETHYLENE) WITH F10 F,(fAIGS. UP OVORS� 3. CONDENSATION LINES SHALL BE MINIMUM EpULE 40�1' T p WITH AMAFL X. '"''• ' ( ), WZQ� E 8. WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT W EN 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CAVORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. , 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING 9. THE PLUMBER 1S TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COMNGS 2. SECTION R302,5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING AS PER S LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR IPP WITHTH R PENIN BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS F THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE F COMPLIANCE APPLICATION0 C C C E 0 CO PL ANCE SHALL BE ISSUED TO THE 0 THE WALL FO R OR COMPONENT AND S CLADDING LOADS IN ACCORDANCE WI FBCR TABLER301.2(2) A IFI Y MODIFIED FBCR B SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 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 EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS � " THICK OVER FRAMED WALLS /a DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1 MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE GARAGE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926,-18b, ASTM-Cl063-19a & ASTM-Cl787. 4 THE RESIDENCE AND IT ATTIC AREA BY NOT GARAGE HA L BE SEPARATED E S TAB R302.6: THE G S L AS PER SECTION R302,6 & LE3. LATH & ACCESORIES PER ASTM-C-1 063-1 9a & R703J:1.'ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE: GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS TIONDETAILS PROTECTED BY NOT LESS THAN -INCH GYPSUM BOARD OR EQUIVALENT -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4 SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703 7 FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. WERIOR CEILINGS 1: EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION' OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE WT A PART OF AB DESIGN CROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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. Reviewed for Code Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) av - -r 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 21-802- PH 3 591 3 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: illIll C RE'EKS IDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 011 r 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA L/ t/ V - rbl'� I 'FEB 222021 MICHAEL C. ANDERSON AR NO 173Q5 PRINT DATE: 02 17 21 SCALE: 1 /4"=1' = 0'' SHEET G�T JL V Fli 1 f xac< GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN GAtAGORY? SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNPERTLAYMENT REQUIRED` I FLOOD HAZARD5 ° AIR FREEZING NDEX' MEAN ANUAL TEMP. SPEED (MFH) TOPOGRAPHIC EFFECTS` WEATHERING' FROST LINE pEPTHb TERMITE NA ISO C NA NEGLIGABLE I NA IVERY HEAYYI 42 NA I SEE 8ull I NA NA AME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE N 40110ANCE WITH SECTION FBI R302.9.1 THROUGH FBI R3029.4 AME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN :CORDANCE WITH SECTION FBI R30110.1 THROUGH FBG R302.10.5 17'-4" 10'-0' 12'-41' -4" 7 _4 ;I;_4 --------- 271 -0 121-8" 3'-47 __16'-0 I I0 _0 I 10 -4 COVSRBD I c° 0 LANAI ,1(2) 3052-SW EGRESS I © 6068 SGI I � (2) 3052-SH _ _ _ DINING e LIVING BEDROOM #1 ROOM r IIe CLL& V-8' CLG. v 2X1, , I . 8-01, q.'_g' `: 1;-1011 �, 6'-6 4''-4' 4 V 0 m WC• IR-1SH .BATH #1y �, I c.---— — — — — — — — — ----b36 v -8 8'CLG. wix, I _� I _ ,8 8 -8 GLG I— SHWR PAN �. -- -- --- i ioPT.I i tr Ln I W/ ENCL J e .I i i CFI i r _ _ _ — -SH 1R-ISH SINK b24 2'-S" ii 3'-0 1 — 5b36 _ IflTCEI@T A AI --- -� I IR-ISH �(K ii (ZI.AB-BUNDG-�Y 8�-8o -2-a _01: 2'-4' 'y----J 6 8" ,.ram----1 B b36 RANGE AI I i^— ll ' 8'-8' CLG BEDROOMA/ I u"� �•a ARrH V -- 3-SH 01 ---G 8_B'�cLG. V. U l l co NI � �I 'c4� _� all _ m E ' �� II II 18 4 3- 1-',6" v 3 2'-8" 111fi011 e AIII II I I ,0 4 BEDROOMM LR-ATA77, I '.61r MT. O O 2Xro WALL 22 x54' II OND IQ I ATTIC I L ACCESS J 5OLLARAS � II ° =l.�II B LAv. UI> QI REQ.D I Al PER BLDG. -1 I I I ry' 8' B`CLG � z CODE — AGI3! 0 — _ 8 0 8GA8 Vl 2'-4° FOYER 8'-8' CLG, 3068 W/ y°' a EDOM M B'ROO#2 36'X12' c o �i I❑ ' 8-8' I� 0 TRANS. -L M , 5 1/21 5I/21 El 3,_5 E 801 C ARCH _ L.m tr' Ot l l ❑2 ECx83SH UT -------------------- 7 -9 d 10'-2' 21'=4" 4'-4" 14'-0" EXTERIOR MASONRY WALL BRCS. HEIGHTS fTa]ZIlTI�"1�1 10'-8' BRG. 11'-4' ERG. FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35,MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MIME) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO•BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERHANG SEPARATION U-VALUE S HGG I 4 -10' 0 -4' 32 25 21 1'-0' 4'-8' 35 29 31 1'-0' V.-9' 35 29 4 1'-0' Ill 35 29" 5 1'-0' O.-9' 35 243 6 9'-0' 1 1'-4' .63 32 29 SQ.FT. CAM'S LIVING GARAGE ENTRY LANAI 1916 Sa FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL,mpg I 1 2442 SQ. FT. A!G VOLUME" 1641-1 6 CUE, FT. Ej ZONE 100 WH WIND NO FEMARCSAND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA I 8070 O.H.D. 56 5 29.1/-313 SOFFIT N/A 5 31b/-300 1 , BASIC WIND SPEED MPH 160 (Vult) INTERNAL PRESSURE COEFFICENT = * 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = W-3" 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. CONTROL DATE: 0IM21 DBL. TOP PLATE R DETAIL A1/2' = I' BAR RCH DTL. B SCALE: 1/2 = 1'-0' Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A.,SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 0 3 � ur � �a3 Ec h F III ti?� x Ik V. LOT- CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL• 4EBB "1828'—CALI" GARAGE SWING: LEFT PAGE: i FLOOR PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA IFEB 2 2 2021 MICHAEL C. ANDER GIs AR NO 17305 Irv, , ERIN"�7ATE: 02/17/21 SCALE: 1/4 11=11- 0" SHEET; AA, EQUAL EQUAL EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT 7 TO CONTROL JOIN TO CONTROL JDIN +/-113'-0 5LDG. HGT. - — -- — - — - — - SHINGLE ROOF pry rM l� Ir 4' FREIZE BAND 8'-B" BRCS. HGT OPT. COACH LIGHT 4 Fil ME .................. —11— — - II I ICI ICI ICI 1�11��1�11�1= " FRONT ELEVATION 5CALE: 114 = 1'-0' TEXTURED FINISH NOTE- WALL FENESTRATION FLASHING AS PER F5CR 103.4 :�- -� � , — - - - - j� '-� '7, -� 7z' 'f" -7 � �� , '� , ��' 1 �' 71, 7— DECORATIVE FOAM DRAIN TILES (V RAISED I BAND (TYP.) JAI -i A 5RG. HGT. 5RG;. 11-011 I6IX601 FYPON DECORATIVE H (f4E3NUTTERS OR QUIVALENT Ty 4RAISED BAND (TYP.) �0"-O` FIN. F-LR. 01-0" FIN. OFF RIDGE VENT "A I I OFF RIDGE \/ENT 2 TYP. I I TYP. — — — — — — 00'-0" FIN. F-LR- -ttt- REAIR. ELEVATION SCALE. 114 = 1'-0' Tr=XTTFMr) FINISH' -F as 31 12 11E A 15 : loal-a" E5RG. HGT. 5Ra HGT.,d&k, 1,- 0 X 45 01-0" FIN. PLR. — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - oO'-O'FIN, E PLR. LEVATION LEFT 0 .. I a'-B" 5IRG. HGT 0'-0" FIN. FLR.s SCALE; 1/4 = 1'-0' TEXTURED FINISH .............. .......... F�� OFF RIDGE VENT OFF RIDGE VENT 12 12 IIE rb A . k— —Sr. �7— A TYP. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION SCALE: 114 = V-0' TEXTURED FINISH DECO. DTL. SCALE: 2 = 1'- 0' MODEL. 1829-CALI-4EBB. AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 30D REQUIRED VENTILATION AREA 2450/300 8.17 SQ. FT. 8.17 = 1176 SQ. IN. 5RG. HGT. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN I"-0 1-011 SOFFITVENTS) OFF RI DGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED 3.41 TOTAL tt OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PERLINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance Universal Engineering 91 Sciences 40' ft 4 41 ICII kJ" N K CREEKSIDE PHASE 2 LOT #111 ]PROJECT# 04321,201/11IR1 MODET. 4EBB "1828-CALI" GARAGE SWING: LEFT ]PAGE: ELEVATION "C" 0 MPH EXP. FEB 2 2 20216 MICHAEL C. ANDERSON A41 NO 7305 PRINT DATE: 02/17/21 SCAIX:: 1/4"=11'-0" SHEET ABC ELECTRICAL LEGEND SYMBOL DEFINITION NOTES _e 125V OUTLET 20 AMP SINGLE POLE � IIOV OUTLET 110V OUTLET 1/2OF OUTLET WIPED TO SWITCH GFI IIOV OUTLET EQUIPPED I1/GIW1D FAUL INTEIRUPTER (TAMPER RESISTANT TYPE) a@ 220V OUTLET (4) WIRE C24NECTION ii WP EXT. WATERPROOF GROUND FAULT 'P GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �¢ SWITCH 4-WAY OPER r- i'� 1-0 WALL MOl1NTED I LIGHT CEILING LIGHT © LED CLG LIGHT ©� LED VAPOR PROOF LIGHT OVP VAPOR PROOF LIGHT �� i C]1 RECESSED CAN 5��v }/ �•7 VENT. PAN I CFM PER SO. FT. VENT. FAN W/LIGHT I CPM PER SQ. FT. . VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT REES LIGHT WRAP AROUND AROUND (RECESSED) ® FLUORESCENT LIGHT W¢AP AROUND AROUND (SURFACE MNT-) Y� T FLUORESCENT 4' FLUORESCENT pp r�--e—�—� 4' TRACK LIGHT PANEL METER OS.- D SMOKE DETECTOR W/ HHARDWIREUP WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® S/GO CARBON MONOXIDE SMOKE DETECTOR COMBO INTER CTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS F✓ OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UNA. DISCAONJECT SEE O °.�IHU TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED 'to BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTICN 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nrfn® j 40' INCANDESCENT LIGHT STRIP ,....— Y6�.. ,.,. FLOOD LIGHT OPT. SECURITY KP KEYPAD PB.­ PUSH-BUTTON FOR CHIMES �--. use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF EMCIR "ITH EDITION (2020) 4 NEC 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 1-1I5013 FBCR 1T4 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 POOR 1TH ED (2020). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). , ALL LAMIPB SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FUG, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404.1 METER FIELD VERIFY LOC. CEILING MTD. LIGHT TO ESE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OPT- _ `-------------- ��/ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' W P Panel MAIN - A PANEL: 8/16 Wp Oft. breaker VOLTAGE: 120 / 24U V -1 Ph MAIN: 15U Amp M.U.b FEEDER 3-#1 GuTHWN&1-#6Cu(G)in1IrzC OR 3- #2/0 AL THWN & 1- 96 Cu (G) in 1 1/2" C. Wire Pale Bkr Description Watts Circuit Circuit Watts I Description 5kr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 T 2 Ispace #12I 2 20 Irrigation Pump: 1000 3 4 Space 5 6 5304 A/C C. U 1 35.... .. 2..... #8 space. 7.... 8..... PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120/240 V -1 Ph MAIN: 150:Amp M.L.O. FEEDER 3 #1'CuTHWN&1-#6Cu'(G)in11/2"C OR 3-#2/0ALTHWN&'1-#6Cu(G)in11/21'C. S Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1504 1 2 8000 Range 50 2 #6 #12 1 20 Microwa+,e/Hood GFI -- 1800 3 4 #12 1 20 Small Appliance - 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 _- Refrigerator _ 1500. 7 8 #12' 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI- 20. 1 #12: #12-. 1 20 Bath #2 GFI Receptacles _ 1200 11 12 1500 Dishwasher GFf 20 1 #12 . #14 1 15 Foyer /Hail Bed #2& #3/ Bath#2 Lights AFCI 900'. 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Lung Room Lanai. Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900: 17 18 1500' Washer GF1 20 1 #12. #14 1 15 SD &.C/O AFCI 900: 19 20 1000 Garage Dcor Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI - 1200 21 22 1200 Garage fights and Receptacles GFI 20 1 #12 Space, 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25'. 26 900 Bathroom #1 AFCI 15 1 #14, Space _.� 27 28' 900 Extenor Lights and Recept GFI 15 1 #14 Space 29 30, 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space -- 33. _. 34.. Space _. _... Space- _ _--,_ -. 35 _. 36, Space _. Space. _ 37 38- Space #8 2 35 A/C AHU 1 (Heater 5 KVA at 65% 5525 _ 39 4T 40 Space - - 42 Space Load subject to demand factor calculations / line 16000 27600 .Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFCI:: ARC FAULT CIRCUIT INTERRUPTER NC NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER. Total load sublecttodemand factor 43 000 First 10000 watts at 100%'.. 10000 - Remaining watts at 40% 13440 _ Total A/C load 10829 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total connected Load Watts 34259 Total Am ps:(watts / 240 volts). T42:8 General Lighting & Receptacle Load Total A/C Square Feet 1 1828 General Lts &Rae 3 W / Sq. Ft: 5484 HI -Hats 1 at 65W/Li ht at 100% 65 Total General Lights& Rec (Watts) 5549 Ckts#'I watts/ckt I Total watts General Lis & Rec:Panel A 1 91 6171 5549 Reviewed for Code .Compliance Universal Engineering Sciences -- - LED LIGHTING LED LIGHTING SINGLE LAV. DOUBLE LAV . BATH 02 BATH rl PROVIDE 342/0 CU, TWWN + 1% CU IN 2' CONDUIT OR 3 44/0 AL, THM + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) SO AMR=' ELECTRICAL RISER NOT TO SCALE. DISCONNINATION SERVICE 150 AMF ECT SWITCH AND 120/240 VOLT GENERAL NOTES, M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCB'ITH PANEL EDITION (2020)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A//P B. ALL CONDLICTORS SHALL BE TYPE THHNnWUN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN Wff' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 9/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT E0111M EN INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -► 1 04 CU SERVICE GROUND C!. NINECTED To CONCRETE ENCASEDFOOTER STEEL PER ELECTRICAL, PROVIII)IQNS OF THE =IS 71H S3092)_ 010" ILIA X S FT LONG COPPER CLAP 01iigD 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA,32937 PH: 321-R02-3591 www.abdesigngroup.com AA #: 0003325 G a 0I i { i ' I i � I I i xa I I i SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL 4EBB "1828 : CALI" GARAGE STrMG+ LEFT PAGE: V ELECTRICAL PLAN 160 MPH ARCHITECT STATE OF FLORIDA AID. 'FEB,2 2 201 MICHAEL C. ANDERSON AR NO 17305 r.cc,aa� DATE: , 02. 17 21 SCALE: 1 J4"=10-011 F_I 1 KITCHEN SINK W/ AUTO VENT 1-1/21 VTR A.,z PLUMBING PLAN SCALE: 1/4 = V-0' (ALTER,4ATE LEFT) PLUMBING RISER DIAGRAM 7- ,IN PT) 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 LWOL �y' V \4 SUBDIV. 8e LOT: CREEKSITDE PHASE 2 LOT #111 ]PROJECT# 04321.201/111R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT ]PAGE: PLUMBING PLAN 160 MPH EXP. C1 ARCHrmcT-. Si ATE OF FLORIDA L MICHAEL C. ANDERSON I AR NO 17305 Reviewed for Code PRINT 02/17/21 'a DATE: Compliance C SCALE:Universal Engineering SC1/4"=I'-0" Sciences SHEET F P1 :4 } Y t K l x Mimi uu I I El 1E11 Is El I I I I 1 I f I I 9' 12XI2 12X12 LIVING ROOM LANAI HDRM I0x6 1 1ROOM I 1 120 DINING 20 CFM 10x6 I0x6 gO�ax4 — — — — — Izm eFrl lam cl`rl LJ 4 CFM 6' ® BATH#1 _ _ I I ❑ �5 � i 4 W.I.Q.I �� - -- -- --- I-- aX4 45 CFM VX6 0 CFM --- -- 1 IF0M I 5x4 I u___-;46 CFM TCIiEN ImX6 I i i ii--,1 75 GFi1 I iiiu--'� -- 00 --- ---RA - 12X 12XIrw I DEN THRS ® 4' 1 1.L LOUVER MA E I BDRM.#3 I PLANTATION 16 11180-04 2V I IMAX AIR I0x,& F 584.15 CFM i5 CFM I I � I II �/ 0 4' L - - - - - J 0 GARAGE 12X8 SX4 II °45M GFM12xPA YBATrH 2 IOxi FOYER 120 CFT j I BDR.1s 2 --- • E ENTRY I I I MECHANICAL PLAN SCALE: 1/4 = V-0' R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences > 8 Si1�7BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #111 3 ).T cTo 04321.201 111R1 MODEL: 4EBB "1828-CALI" QA1t&0]M 'SWIN6: LEFT PAGE• MECHANICAL PLAN 160 MPH EXP.C ■ , 4`.... 2X4 TOP PLATE PER FLR. T PLAN T 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W! I0d MASONRY NAIL a 32' O.C. MAX FIN. FLR T e JSS 2X4 WOOD STUDS ®24' oz. SLAB 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_ TYP. INT. WALL (NON-BRG. 3/4' =1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 3 5/8' OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5!8' OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE l25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONIC TO BE SPACED 16' FLOOR W/ O-C. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) nv SCALE: 1/2'-1'-0' BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CLG. BOARD REFERENCE _Pj=R E vAtION STRUCTURAL SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL 7 MTL. DRIP EDGE PER ELEVATION TYP. 2x FASCIA PER o.H. ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS H FA RE;FERENIPA _AT� 2A)PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1x2 P.T. FURRING STRIPS A 24' O.G. 1/2' THiCK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. f. DIRECTLY TO MASONRY WOOD BASE 1177, _OL 0' 0' FIN. FLR Ay ti W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT p� SCALE: 3/4'=I'-O' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE iI, ASTM D 4569 TYPE IV, OR ASTM D 615-1 FIBERGLASS SHINGLES-\ WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ____�CAULt; AND REAL GAS LINE O NOT CUT k FVCr SLIMW FOR GAS LINE -4E BOND �--e'Cm EAM ^ �� IR' c' P. uu_. MD. EBARS ^WCO° .a .'a 20 GAS LINE; THRU BLOCK -'2X4 SPF 24' O.C. MAX.----� SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS 9" Ax. PRE-ENG WD. TRUSS _ kPIER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8 ' GYPSUM BOARD OR 1/2'--- HIGH STRENGTH CLG. BOARD I R-4.1 INSULATION -- WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ------YtE:FERENeE STRUCTURAL -1x2 P.T. FURRING. --- STRIPS A 24'O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. --- PORTLAND CEMENT WOOD BASE-.-- PLASTER APPLIED -� DIRECTLY TO MASONRY 0'-0" FIN. FLR,` -w I/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV-STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK 1' MIN. BY MAUR GLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL KEQ. 3 GARAGE DOOR JAMB D1 SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE CORNER BEAD a' CMU SEE STRUCTURAL FOR REINFORCEMENT 2xb P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS \ `MTL. DRIP EDGE g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SGHEI?U1-E �.° ON SHEET SNi. ' PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 8'GMU ° 44 tl d .d . 4 n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING 5 1- STORY GABLE BLOCK WALL SCALE: 3/4' =1' -O' 0'-0' FIN. FLR Reviewed for Code Compliance Universal Engineering LZJ Sciences Note: LJALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the Wall cavity or penetration of water to the building Structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestrat;on products shall be sealed at the juncture with the building wall with a Sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1251, AAMA 512, or other approved standard as appropriate for the type of sealant- Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A' SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corn AA #: 0003325 SUBD LOT: CREEKSIDE PHASE 2 LOT # 111 PROJECT# 04321.201 111R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA FEB 222U21 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 DATE: /21 SCALE: 1 /4"=1' — 0" SHEET ZTXX6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NUT OR W/ (2) 1/U' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 SECURE 2x4 ON' FLAT TO 15LK 9 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) I/U' X 8' J-BOLT OR ANCHOR 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. of I NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT D eCALM, 112'.r-0' Ix4 P.T. OR 5/4'X4' MIN. SECURE THRIFRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING 8' CMU 1/2' DRYWALL I'X4- P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW 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" yWINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2)(6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 IS' O.G. MAX SPACING. 2X8, CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 Is, O.G. MAX SPACING. 8' C'1u 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" n IIINDOIf TO BLOCK +1 1 2� 2X4: IZI SECURE TO BLOCK W/ 3/I6' TAPCONS, (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 M[r,L EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING. a' CMU 1/2' DRYWALL I'X4' P.T. NAILER VIP' OSJ5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C 1►INDOW TO BLOCK +1 _15 16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN a' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 19' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK ". a, cm y ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 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 +2 1/4" D011 TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OTC. MAX SPACING. 2)(6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MII,L EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' Cmu ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" Elgi.nryc3ll — 2X4: IZI SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' W/(2) 3/16' TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 a' CMU WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER vl— W/(2) 3/I6' TAPCONS DOOR CASIWx (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W/(2r2d WITHIN a' 4 18' OG, MAX OF EACH END 4 6' TO Be O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" F :: 2X4: CM SECURE TO BLOCK W/ 1/4' TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 Ml?%L EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: GM SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15, OZ. MAX SPACING. 8' CMU j—� 1/2' DRYWALL IL�JI I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING — DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" �LNDOW 'PO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 19' O.C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK JI 8' CMU i— 1/2, DRYWALL I'X4' P.T. NAILER lP P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/40) DOOR JAMB TO BLOCK +3 3/4" (H WIC 0 BLOCK +3 3/4" sa0ualos 6uuaaul6u3 lesJanlun awepdwoo apop ,01 paMalnaa ,• s }' DRYWALL (� W IX FURRING 4Sci RIP 2XIC TO DOOR a-1/80W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS Krs. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV 6e LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4E BB "1828--CALI" GAV,AGE SWING: LEFT PAGE: DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 04 DA� 02/17/21 SCALE: 1/4"=1'-0" SI•IEET D 2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ fib' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ® 1' O.G. MAX VERTICALLY i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 62, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS WIRE, LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER iFT MIN. LATH SHALL NOT BE CONTINUOUS 6' To a MIN. 6' TO S' MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. Co' TO 8' FROM CONTROL JOINT N CONTROLJOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR �+ STAPLES IN COMPLIANCE W/ ASTM G1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ TO WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 7. CREASE r PT. B FOI O I. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A 7. GREASE . Pr. D 2. GREASE • PT. B 3. CREASE • PT. C 3. GREASE • Pi. C 4. FOLD PT. C OVER PT. STILL PT. G TOUCHES BOTTOM FLANGE SHINGLE ROOFING DRIP EDGE: OVERL, EXTEND Ire' B bl A -I NG, MECHANIC FASTEN 4' OG. ® ®FOLD FLANGE L WATER TIGHT SEAL. POLO. 212 hQr CUT. j' THICK 3 COAT CEMENT PLASTER (FRAME), 14' 2 COAT CEMENT PLASTER (CMU UM LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) WRB LAYER 01, STUCCO WRAP (FRAM ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP rI Li' ABOVE ES AME ONLY) PRAMIE opt CTw EXTERIOR crOFnuAi L nraFIEFn 5x5 WALL FLASHING 0 C KICK -OUT FLASHING (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I" MIN. LAP ®METAL LATH LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBEIR/ BUILDING PAPER 2 APER LAP SCALE: I In-. I'-0' KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE• SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0m415-IN. (12I-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. 1' THICI(, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER mAsluP. SPECS) 6' MIN. LAP LAP . LATH LAP ®PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/WOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK Y ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER k oam. WOE6941b* OR CMU 'LURE LAYER 01, STUCCO UJRAP (FRAME ONLY) 8° THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP LUR5 4 TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT UJALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE_ FLASHING (COMPATIBLE W/ HOUSE �o WRAP MATERIAL) OVER \\\ APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO I' OR LESS PIPE -- PENETRATION`:'';;" CUT AND OVERLAP ONE SIDE OF-----/ SELF -ADHERING MEMBRANE FLASHINGf� IYj �iL INSTALL_ FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SEGtION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER 41, ---- STUCCO WRAP;w: - _. WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH 60x0' SELF-AD4.61 >y MEMBRANE FLASHING: OVER 41x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO rpQEND a= PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \—' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) NTRATION Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL (P t�-IE Reviewed for Code 91 Compliance Universal Engineering Sciences DRAINAGE PLANE ( RE3 L)4"ER 1*1/ STUCCO UJRAP) WIRE) LANrER *12 (FORTIF15ER - - -'- -'- 5UILDING PAPER) 1"IET)4L LATH X X X X STUCCO L:,.. ,. WOOD OR -1/1ro ll ZIP WALL SHEATHING 61-LF-ADHESIVE FLASHING— N_O_T� 1 ITAL LATH: LATH TO BE PER SECTION 457"I C-a474 -a, t*11N. 2.5 LBS. FF. R SG?_ �r ARD C UT I L I TY OR NOI* C IN/4L LATH DOES NOT 1"IEET SPECIFICATIONS) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 ]MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP - INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES 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. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS - APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING ® JOINT ALL AROUND PER 1249 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 01, FORTIFIBER BUILDING PAPER WOOD SHEATHING NT (FRAME) LEGEND DRAINAGE PLANE (WRS LATER 1"1, STUCCO WRAP) WRB LATER *2 (FORTF15ER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x 5TU000 WOOD OR 1/16" ZIP WALL SHEATHING 5ELF--ADHE51VE F=LA5HING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103,11 / ASTM C-841-14a, MIN, 2.5 L85. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PEGIFICATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' I / V > IF IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &EqNT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO /AKt_H I V K>= LC M l VI= STUCCO SCRATCP COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1. METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM . A -t- &-N I=Cii .�R SIMILAR) APPLY A SI_ICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STET '*1 ATE F #3 1116' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDINCs PAPER METAL LATH WOOD CONSTRUCTION 1/8, _ �FINISW in WOOD ' FASTEN TO WOOD STRUCTURAL 4 MEMBER a In O.C. MAX a' CMu Yet TO As MID -WALL WEEP SCREED jE ^t 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN r: MASONRY BEFORE APPLYING Se1�' TEXTURED A <" FINISH • MASONRY (DB HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 0 WRB LAYER 01, STUCCO WRAP WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP _...-.- -- LAYER .- - - WILDING PAPER ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL 5 T E F #6 9 ELECTRICAL RECEPTACLE Reviewed for Cod Compliance Universal 1BEngineers Sciences 2194 HWY AlA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU3BDIV. & LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT* 04,321.201 111R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSIJMBLY DETAILS 160 MPH EXP. C ARCH CT STATE OF FITELORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 gof DATE 02/17/21 I SCALE: 1/4"=1'-0" I SHEET a ki A t �t 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA -* 0003325 oo S'UBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFTECT- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 fsRINT DATE: //02 17 21 CALE: 1 /4" =1' - 0" Zvi r V G A3 ■ \ ; 1/8' TEXTURED `.. , FINISH ® WOOD, \001/2' TEXTURED \ FINISH a CMU x 2xio SUB -BAND x METAL LATH x x W/1 x4 NOTCH ; x x x x x END, WRAPPED IN WOOD SHEATHING x x x x x�Wt. METAL FASCIA WRAP ! PEEL 4 STICK }' r OR GMU WR5 LAYER 01, x x x x x x � ;�1 x x x x x x x x x x x x DRIP EDGE 11� STUCCO WRAP(FRAME ONLY) 11 = WR5 LAYER 02, FORTIF15ER x x x x x x x x x x x x x I 1a BUILDING PAPER FRAME OR CMU -1/8" TEXTURED 1 1 CFRAME O1yLT) x x x x x x x x x x x x x FINISH a WOOD I 1 2X6 SUB BAND = 1 ROOFING CEMENT x x x x x x x x x x x FELT PAPER 1/2" TEXTURED /r 1 x x x x x x x x x x / _ FINISH -a CMU / 11 DRIP EDGE x x x x x x x x x x - / A,. ' ,; DRIP EDGE / 1 (REFERENCE POINTx x x x x x x x -- METAL FASCIA 1 METAL KICK OUT x x x x x WRAP Ya' FROM 11 ©FI �l x ... :. ONLY FOR WALL OFF STUCCO, 1 FROM 1 SET OF COMPONENTS) WOOD WALL 1 METAL FLASHING, WRAPPED EXTERIOR WALL :. (FRAME OR CMU) ', s _ MIN. Y4" ABOVE BOTTOM OF 1 , DRIP EDGE \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND O\. IIx" NOTCH a FINDWRAPPEDIN ROOF DECK (BEYOND) \ PEEL 4 STICK ROOF CEMENT a \ DRIP EDGE, 1" OFF WALL • X1 ROOF EDGE \`\ � \ 1 NOT INTO STUCCO) OMITTED FOR �-1/8" TEXTURED FINISH 6 CLARITY 1 /WooD, v2" TEXTURED SUB BAND DETAIL _(P WALL FINISH 6 CMU — --- 2x& SUB -BAND W/1"x4" NOTCH e * END, WRAPPED IN PEEL 4 STICK )L VAT I ®I METAL FASCIA WRAP 1" OFF NOTE: WOOD WALL. SUB BAND 2" IF ZIP SHEATHING SYSTEM IS INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ..:v t—)l A w I A PRE-ENG'D TRUSS TO BE CUT 'a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/126 NAILS rV'-8" O.G. MAX. 2x SUB -SAND W/tV2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DE"FAIL_® WALL W /NICK C LJT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF- SET OF COMPONENTS) —METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE —2x SUB -BAND W/1l22"x4" NOTCH g Reviewed for Code END, WRAPPED IN Compliance Universal Engineering PEEL 8 STICK In Sciences *ROOF CEMENT is ROOF EDGE OMIT'TEP FOR CLARITY 2194 HWY AlA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd esi gngrou p.com AA #: 0003325 Su"BDIV. ec LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"-l'-0" 1 SHEET r.f .� 1 T-4" '_4" 12'-4" FOUNDATION NOTES .. ❑ 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR T-4" 16-0" FM-12X12 10'-0" 10'-4" COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +_p'_p" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED 4" CONC. `o OTHERWISE. SLAB ~ I 40 4. REFERENCE ELEVATION +_0'-0", SEE SURVEY PLOT FOR NAVD. X w a 1 5. PROVIDE A COMPLETE TREATMENT FOR THEPREVENTIONOF SUBTERRANEAN O wa I TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 3 u rn w ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 1.1 3 1/2' SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE • '_ PROVIDE 1/2" FELT PAPER AT THE JOINT. FM-12X18 _ EXTEND 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL 1 DRAWINGS. ' 1.1' SLAB 11/2" I 8, SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. I 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 El 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR DINDICATES #6 BAR ■INDICATES #7 BAR VERTICAL ao REINFORCING BAR IN CELLS FILLED WITH GROUT ENDS OF REINF. BARS SHALL BE v HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. I 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = z 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. U = I 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL O n I REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING STEEL) HAS 'n (TOP BEEN DELETED UNLESS NOTED OTHERWISE. 1 I 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: 1.1 A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS r 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE I REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION 0101, SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI TYPE "M" OR S" • I w TOP OF SLAB I MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND M 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED ro 00 I I T-0" O/C MAX SEE PLAN FOR MM SIZE cq INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING • I CODE, RESIDENTIAL; 7th EDITION - v I r a; — I �I • W N wI El L 19�_011 4' PVC 1 CHASE �� - TE-1 - 4' CONC. v -,- SLAB I o - 5 1121, 4 -%- ' 17 8' 2' 8" io 0- TOP OF SLAB 3' 0" 5 ' 1.1 I 3,_6„ I N I I N O I. Ix N U a o N L� 0 EXTEND 1 — a 2 SLAB 1 1/2" 1.1 00 1.1 1 0 FM-12X1g ao L— LL 4" CONC.I N N la W SLAB 5 1/21' I IU. O 0- l,i 3 1/2" I I, T-5" 1 /2" U) h-71/2" J 2 0 ---- Yco FMC-12X18 FMC-12X18 1.1 7.1 FM-12X18 L — FM-12X18 _ J 4 4 1.1 1.1 2r 8" 16'_0" 2'-8" T-10" 10 -2 21'-4 4,_4 , 14,_011 39,-8" SLAB SCHEDULE _SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, s _ (+)0'-0" FM-12x12 12' CONTINUOUS 12" (2) #5's + 0"-0" FM-12x18 12' CONTINUOUS 18" (2) #5's _ (+)0'-0" FM-16x18 16 CONTINUOUS 181, (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18' ) 5's #51N CURB VA RIES F-24z24 24" 24" 12 s s (_)0"-4" SECURE TOA A/r. SIMPSON WB CONC.STRAP W/ UNIT ROLL STRAP OR (2) 3/16 EQUAL @ EACH TAP—C TAP —CONS TAP —CONS CORNER OF UNIT C❑NC SECURE STRAP TO SLAB UNITS W/ (Z) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 114" = 1�_0„ . Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd(,signgroup.com ccn nonaa9r 1 I 4 Nd�g� i \ a un \ ? P e� P SU'BDIV & ILO CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA / `FEB 2 21021 Ia MICHAEL C. ANDERSO�iM x; AR NO 17305 1.0 DATE 02j17�21", SCALE: 1 /4 SHEET S1 Z_ 4 d O } a~ mw U a IL rc Z O m� 0 M a ^� EXT. PORCH SLAB— / W/ 1/2" ISOLATION JOINT (WHERE I/ APPLICABLE) Z N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL u .e. _ n . q - SEE SLAB SCHEDULE d a 4" CHAMFER (1-STORY) q 6" CHAMFER (2-STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY +_ V_u - SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING 0 M BOLLARD LA.P P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/BTM. LAP TO OC ROVERC STUD 2x4 OR 2x6 W\2UDS — WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL +_ u._U.. TOP OF SLAB SCALE: 3/4"=V-0" z I.. STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND E5 IL SPACING REQUIREMENTS Q w m U WOD V J o' O ' <8" CMU WALL Z +_ 0,-0„ TOP OF SLAB VARIES ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) JOINT (WHERE 0.4 i SEE SCHEDULE APPLICABLE) z_ Q' FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 @ GARAGE SCALE:3/4"=V-0" w J a 2" CAPPED j Fn NEW REINF. BAR GALVANIZED PIPE O a SECURED W/ 2- PART W/FLANGE @ BASE a _ I EPDXY. MIN. EMBED Q 8", LINO FOLLOW ALL MANF. = SPECIFICATIONS FOR U) < USE AND I SECURE FLANGE TO � 00 PREPARATION OF SLAB W/(4) 1/4" X21/4" Z HOLE. TAPCONS � p �F p OTC SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK14 RE B . PLATE TO VT d MASONRY NAIL AGGERED. L METAL NECTORS NOT UIRED WHEN NO FT IS PRESENT. SLAB SCHEDULE 7. A ® e !�. SEESCHEDULE FOR WxD. BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (N O NP L I FT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS • C Ile p�1 I C �I� -1Ilk I• n.< SEE SLAB SCHEDULE Z — "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 6 POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 1 SCA 3/4"=V-0" 30" MIN. EACH WAY MONOLITHIC FOOTING P P P P v P p P ° v IP o. P FM P _ - CORNER BARS, SAME SIZE AS LARGER BAR P- c PI IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ..P 1 SO THAT THE STEEL REINF. IS CONTINUOUS pl MATCH AMOUNT OF CONTINUOUS BARS v 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE v WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE L.EAST NUMBER OF BARS (ie. 2 TO 3. PROVIDE 2 BARS). UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL _ AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING WALL W/ SYP No 2 STUDS SEF PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W,1 PLAN PROVIDE BLOcA SSE R PLATE TO SLABV4I �,eXY DGE ANCHOR W/ 2" R SEF IN HIGH STRENGTH 5-111" EMBED. MIN. @ 16" OC rn w rSEE SLAB SCHEDULE Q I a d.� ° EQ. EQ. SEE SCH ULE / FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=V-0" (W/ U P L I POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" CM RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" - AND NAIL. W/ 16d COMMON NAILS, 2-ROWS 4" OIC BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING —� WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE rn w SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE FOR NRY SET EV: VANDBARQUANTITY SEESCHEDULE OR WxD, BAR SIZE INTERIOR CURB FOUNDATION WOOD WALL SCALE,3/4"=V-0" (NO UPLIFT) Reviewed for Code Compliance EB Universal Engineering Sciences 2194 HWl' A.LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 wivw. a bd PSi gngroup.conn AA #: 0003325 ma IN ` TO 1 \pvn N fft� \ "o NO \' \lkw SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA FEB 222021 WHAEL C. ANDERSON AR NO 17305 DATE-. 02/17/21 SCALE: 1/4"=V-0" STMET SEPIA h� Af ti 47 O 00 M 0 co N 0 N 0 LO r - o a Ln O 36,_0„ 29'-0" 27'-0" 26-101, 191-01, 17'-8„ 14'-0, 101-01, v � r CV N V ,. FD N W M Cl) -- O O V N (9 Reviewed for Code Compliance Universal Engineering Sciences c \ \ c Z �u X \ 116 a� lx SUBDIV. 8e LOT: CREEKSIDE PHASE- 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4EBB "18218 -CALI" GARAGE SWING: LE FT PAGE: DOWEL PLAN 160 MPH EXP. C r�STATE Ht11=CT F FLORIDA C. ANDERSON O 17305 PRINT DATE 021721 / / SCALE: 1/4"=V-0 SHEET S1.2 I I TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK IF GROUTED BOND SEAM — VARIES PER ELEV. Z 4 4 .<I a' e 1 ° J ° . Q ' p _ CLEAN OUT REQUIRED ° FOR INSPECTION Q m ' iY It O 0 `o 0-0" FIN. FLR. ' a 61 TIE ERTICAL REBAR ° • ° °a °. ° TO HORIZONTAL ° • REBAR W/10" HOOK .. •-'--'—.. ° Via,— . z_ O ih (J HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING BAR SIZE 48'BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" REINFORCINGSTEEL -• = — i=CE = SIZE AND LL SEE PLAN FORSPACING REQUIREMENTS . — — ° SEE SLAB SCHEDULE n 4 a 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) Z ° MATCH STEEL REINFORCEMENT PER SCHEDULE +_ o;_o., ,' e + e •4. TOP OF SLAB °°.' a LU _ a A . °. q a • ° • 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING TOP OF SLAB ' BAR SIZE 48 BAR DIA. #3 18" #4 24' #5 30' #6 36" #7 42" #5 BARS 40 CIO nor El;i, CMU UNIT DIMENSIONS �o ARE NOMINAL SIZES •' MASONRY SYMBOLS 3 SCALE 3/4"=1'-0" Reviewed for Code 1B Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA 9:0003325 N d . N i � I P „ I i I f i \ ����\® 0 Mi S � s t n: 5 Ptil °V SVBDI .I 8e LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: +EBB "182 0=C'ALI" GARAGE SWING: LEFT PAGE: a DE,TAI'LS }s 160 MPH EXP. Ci` ARCH CT STATE OF FLORIDA - FEB 2 2 2021 '1 MICHAEL C. ANDERSON AR NO 17305 V 02/17/21 :1/4" 1'-011 SHEET S1. 2 A ' 2 J : FRAMING NOTES: r 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE 8F16-1T/0Ml0B CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x:1 1/2" HDG NAILS'. I t CONCRETE TO WOOD FLOOR: ML SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD. GT SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER mo o SCHEDULE. o o 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE r MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 6.:.k.. MANUFACTURER'S SPECIFICATIONS. ,., :;4ak. aaII ,,.. ;: � � � 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 8F16-1T/0M/0B 'a 8F16-1T/0M/0B s = ARE TO BE GALVANIZED. " BF24 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, 1 T/OM/0B CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. E: 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 GT SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS X. V 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 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36 .177" " x 2 7/8" LONG, WITH WASHER@ 16" O.C. 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 m .; RATIONAL ANALYSIS. , 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. co LL i... .. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O:AA = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE ZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 — N/A — GROUTED SOLID m g m,: 2 0 .ILL. oo LL OD LIFT BEAM PLAN, SCALE: 1/4" = V-0" Reviewed for Code 1B Compliance. Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA k 0003325 1 � � I I it g u � I rw`i f: SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT 04321.201 111R1 MODEr. 4EBB "1828-CALI" GARAGE SWING: LEFT jj PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C rARHITECT- FLORIDA B 212021' MICFiAEL C. ANDERSON AR NO 17305 DATE 02/17/21 SCALE; 1/4"=1'-0"� SHEET S 2 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, abdesi gngrou p.com AA #:0003325 k lk 1I r� a gal 'c y a �\ 00 .. cc kh Sv$DIV N CREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL : 4EBI "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS MPfT EXP. C ARCHrFECT STATE OF FLORIDA -FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2 17 21 DATE 0/ / SCALE: 1/4"=1-0" J I "LOTT°S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB 16-1T/OB 0-1T/OB 1T/OB 1T/OB -1T/OB TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH e)8.1T a/16.1T &20-1T 8124-1T 8/284T 81324T 818-18 8 If16-1T/1B 1T/1B 1T/1B 1T/1B W2-1T/1B 1111 n zT T-V PRECAST 1436 952 3114 4217 6821 6428 7531 3'4" PRECAST 689 1024 T-V PRECAST 1569 367A 4394 5283 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 43" 5263 6132 7001 4'-0" PRECAST 1065 4,-0" PRECAST 514 763 N-0" PRECAST 13 3M 3615 4570 5W5 am 1981 96 6113 6113 7192 7192 6524 8524 7627 7627 8751 8751 1363 3060 3616 4670 5325 6079 4'-0" PRECAST 819 533 1770 24W 3033 3868 4300 41-W PRECAST 398 591 4W PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 8752 6541 7565 1207 2707 3375 4043 4711 5379 " 5 -4PRECAST 931 1247 1998 2560 3123 3686 4249 5'-4" PRECAST 411 411 V-4" PRECAST 1016 1806 1806 23T4 2944 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2838 3981 4084 5 -10" PRECAST 817 1024 1631 2090 2549 3009 3470 5-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2015 3387 1181 3693 5877 8 03B 8548 5776 929 20M 2593 3107 3820 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-0" PRECAST am 1201 1578 INS 2332 2709 1139 3227 4698 7054 10000 8825 1888� �90 3251 3712 T-0" PRECAST 570 7'-0" PRECAST 303 534 T-6" PRECAST 716 900 1181 1482 1743 2025 938 2498 3408 4864 71067 727 1624 2025 2827 �9°-4" PRECAST 428 633 1593 2204 2481 2818 2621 9' PRECAST " 192 384 9'�" PRECAST 586 7671129 1310 639 1674 2298 3081 4099 4699 672 1318 1643 E2428 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2183 2028 10 -0 PRECAST 151 301 10'-6" PRECAST 356 488 612 $99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1969 1 V-4" PRECAST 330 544 1312 1742 2252 2868 3630 11,40 PRECAST 132 417 11'4" PRECAST 430 406 5W 653 777 872 544 1312 1742 2252 2668 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2588 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 4 507 7210 1596 2048 2586 3171 9940 13 p � 1314 144778 13'�" PRECAST 270 433 1045 1365 1732 2167 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 393 464 575 645 414 1046 1365 1732 2316 2805 390 780 106T 1312 1079 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14W PRECAST 71 293 14'-0" PRECAST 3 526 809 390 978 1272 low1950 2389 a a 7 981 11 1139 141-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14-W ' PRESTRESSED 239 422 -- We 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR r " 15-4 PRESTRESSED NR N.R. . 252 4" - 5 1PRESTRESSED 224 367 484 --- 5T4 684 793 412 1014 1340 1703 2118 2513 230 618 ON 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR iT-4" PRESTRESSED N.R. 183 " 1T-4 PRESTRESSED 167 326 385 451 587 ON � 856 7727 1413 1739 2047 192 506 720 501 1135 191-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 286 348 '� 513 -1312 595 235 736 959 1200 1467 1716 166 429 on 803 950 1098 21'-4" PRESTRESSED N.R. NR 21'-4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 527 18 180 59 598 833 03 1038 ie 1188 46 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 221-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 _ 280 359 428 407 105 550 784 M 1203 1381 137 �'358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 , 24-0" PRESTRESSED 124 174 _ 245 302 360 418 129 450 854 824 1014 1147 124 319 455 581 ` 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY, A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www. a bdesi g ngroup.coni AA #: 0003325 111 11 s r' L un .� a I \ �p z 11NI-k ` k\� I� kk 6 I,� SL78DIV. CREEKSIDE PHASE 2 LOT', # 111 PROJEC # 04321.201 111R1 MODEI - 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: - !1 x SAFE LOAD TABLES 160 MPH EXP. C rr FATE/ /INT 02 17 21 CALE: 1/4 P$=ij- 0" SHEET S2o 2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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. S. 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 ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 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. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD 2x4 SCAB NAILED TO n /I DIAGONAL END JACK TRUSS BOTTOM I�Y/yJ,ll BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING .RE APPLICABLE NAILS FOR EACH CHORD CONNECTION �. nTssTMIT,aR BOTTOM CHORD BRACING @ END ......-""'-"'- — - FOR EACH CHORD CONNECTION n nTssTMTT,AR BOTTOM CHORD BRACING @ MID RUN m ►� 1A 1A CJ1 o CJ3 CJ5 IT-1 co n U U U CJ1A ND3G j D2 1 11 II �I II !!�J-II C, II III p I I II 11 11 II II II II II II II — = 11 II II II 11 II 11 11 1 II II II II II II II II EJ7A II a ZCJ1A 1A II II II II II J U PRE- TRUSSES 0WO.C.OF — MAX I I I I I I =7 141��7 00 ell, '`— I -- - -- --- - W - - ---- --- --- I I I I I I 1000, I I I I I I ATTIC I ACCESS --L I I I I I I k7 I I I I I I k9 111 � _�=Llj A� 5 — — — - - 1A - -- -- \15 = _ _ �__ _�—�-1= I P P - - Lu _ NkTAU FRAMING PLAN SCALE: 1/4" = V-0" MT<] CJ1 CJ3 CJ5 U A O O o 1 m o af N O LL O J Z Z U O Q m af 0 0 O x U U �� FOF 11A F o m o Q' N O@ LL Cn Z Q U Z Q O m O U 1A Q O U OC? co W N O Ud LL U) J Z Z U O `� 0 m Q o o � O U Reviewed for Code Compliance ® Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdpsigngroup.com AA #: 0003325 SLTBDIV. & LOT: tREEKSIDE PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 DATE- 02/17/21 SCALE: 1 /4"=1' - 0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 2" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 12" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x3 2"NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W! 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE DRAWINGS FOR REVIEW AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON — "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE- ApT SYP #2 2" x 4" HTSM20 W/10x SHEATHING: „ (9) 10d x 1 z1NAILS TO , 6', 8" x 4'-0' MAY BE ADDED TRUSS AND (4) 11/4""x / 21/4" TITEN 2 ANCHORS TO FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 1Od NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 1 Od TO O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO ACCOMMODATE TRUSS WITH (4) 8" z 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL ANCHOR REQUIREMENTS. x 2 2' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ENGINEERED WOOD (2) z' x5" TITEN HD TO CMU AND. (18)SDS -4" x TRUSSES @ 24" O/C, 1 x2, 2x WOOD FASCIA 3" TO GIRDER _. SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH FOR REVIEW AND APPROVAL 2x SECURED W/ (3)16d (2) 2'x 57ITEN HD TO CMU AND (18) SDS T' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = U:1810 LBS, L:770'LBS (1 PLY) A ALLOWABLE UPLIFT '= 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN:) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 C SCALE' 3/4"=r-o" TYPICAL ROOF 3 GIRDER CONNECTORS) 2a 2b 2c SCALES/4"=1'-0" GIRDER CONNECTOR{S) 0 OUTER 1/3 OF SPAN ONLY BTM. J PLATE NOTCH DEPTH 1/4`D HOLE EDGE >5/8" HOLE DIAMETER < 2/5`D SGL. STUD H o O STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" LE EDGE >518" HOLE DIAMETER < 3/5'D DBL. STUD 6-0" MAX (W/1X4) ^OR 10'-0" MAX (W/2X4 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD.BRACING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA, TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X"BRACE (1)"X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. 74 ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d s @ EACH TRUSS TO BE INSTALLED @ 10'-D" O.C. MAX. .e BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 3/4"=V-011 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 H1 OA 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. Reviewed for Code ALTERNATE MATERIALS rsalEOgine 11 ID Universal Engineering SCALE; 3!4"-1'-0" Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 11 SUBDIV. 8e LOT: CREEKSI 3 PHASE 2 LOT #111 PROJECT* 04321.201 111R1 MODELf 4EBB "1828 -CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C UFF RIDA ER30N5 ' PRINTATE: // 02 17 21 D SCALE:1/4" V-01 SHEET S�-3eIA 1° as R, �Y a r�+ r _,, ,x x K s's 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.coni AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA FEB 222021 J PRINT 02 17 21 DATE: / / SCALE: 1 /4"= V - 0" SHEET S3. I H 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) — TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BP FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE ,� r `1 CONNECTION PER ' I�Ifu11IlI� TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT.2x4 RAT RUN AND APPROVAL SECURED W/ (2)12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=V-0" NCH END ).C.,MAX. SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code - Compliance. r I - Universal Engineering Sciences !I td ;G 3 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 J moo\ J§FrFF\\\ ��a 0 1111 \\ w; 10�\�. % raw. e ' 3 &Eb SUBDIV. L T " CREEKSIDE PHASE 2 L091 #111 PROJECT# 04321.201 111R1 MODEL. 4EBB "1828-CALI"" GARAGE S WING: L F [��'T PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- /STATE OF FLORIDA / - I/- `FEB 2 2-2021 MICHAEL C. ANDERSO I AR NO 173® dxb PRINT 02 17 21 DATE: SCALE: 1 /4"=1' - 0" SHEET ! �a �3e 1: CONNECTION PER ' I�Ifu11IlI� TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT.2x4 RAT RUN AND APPROVAL SECURED W/ (2)12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=V-0" NCH END ).C.,MAX. SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code - Compliance. r I - Universal Engineering Sciences !I td ;G 3 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 J moo\ J§FrFF\\\ ��a 0 1111 \\ w; 10�\�. % raw. e ' 3 &Eb SUBDIV. L T " CREEKSIDE PHASE 2 L091 #111 PROJECT# 04321.201 111R1 MODEL. 4EBB "1828-CALI"" GARAGE S WING: L F [��'T PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- /STATE OF FLORIDA / - I/- `FEB 2 2-2021 MICHAEL C. ANDERSO I AR NO 173® dxb PRINT 02 17 21 DATE: SCALE: 1 /4"=1' - 0" SHEET ! �a �3e 1: y �i i ,\BLE - END sf GENERAL NOTES: ALL AGGREGATE USED iN CONCRETE SHALL CONFORM TO ASTM C33/C33M:'MAXIMUM AGGREGATE SIZE SHALL BE 3/4'; STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND - WOOD: "A" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, }01 EDITION Al L EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, 70P PLATES, BRACING, LEDGERS, BLOCKING, a ACI 318.-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER.. Fb = 1100 PSI AND A MODULUS OF 2N 010 - PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON FOR STRUCTURAL CQNCRETE,TMS 402/602-1fi AISI SPECIFICATION FOR THE DESIGN OF. ELASTICITY = 1,400,000. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE . COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16AND AISC SPECIFICATIONS. DRAWINGSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DI SODIUM FORMWORK: V ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL(DOT) WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON. THE PROJECT, : FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,: .REASON SHALL BE RATED TO RETENTION. LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED V EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BEHOT DIPPED GALV FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT V '. EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS: MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE V DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER.FBCR 2020 7th EDITION. SEE NAILING SCHEDULE ON PLANS. V 19 TO THE. ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED: PART WATERPROOFING, FLASHING,SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT .CONSIDERED TO BE STRUCTURAL. DEPENDING .PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER { 1 J 2E ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING "M s IS COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE RE SAFETY OF THE BUILDING AND ITS COMPONENTS - AT BEARING LOCATIONS WITHOUT WOODEN. TOP PLATES WELDED WIRE MESH' V DURINGERECTION.HIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING; V G GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES WIRE MESH FOR SLABS SHALL V THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED S-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN. ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS V SEALED BY A PROFESSIONAL ENGINEER REGISTERED, IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O O V DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES - C SHALL BE THICKNESS AND BE MANUFACTURED STEEL O V TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40IN CONCRETE DEFORMED BARS; REBAR SHALL BE ASTM A61S F ASTM MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE. A, ANDSHALLBE HOT -DIPPED GALVANIZED. GRADE A, A BE HOT -DIPPED AL O GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE •• 2R V , DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECTWOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL Q V .. CONTRACTOR': SHALL SUBMIT.REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ,P V 19 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 2R O O V REVIEW. WOOD TRUSSES. 20 psf TOP:CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS : #4 BAR - 25" #6 BAR - 36" O O ®O O V #5 BAR - 30" 10 psf BTM CHORD -non-concurrent #7 BAR - 42" TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF - O O PROVIDE 36" x 36" 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 O � V DEAD LOAD DEAD LOAD. FOR ADDITIONAL INFORMATION. .INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7"$,$:'A$94. � ® V 16 psf TOP CHORD 20 psf TOP CHORD O ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7.psf wl.ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTR..U�;TIQNS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 1% V V V V V 3 a DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT - WALL. TRUSSES/GIRDERSTO COLUMNS ANDO BALCONY LIVE LOAD 60 psf .WALLS FOR STAIRS LIVE LOAD 40 q' A' HIP Roof± � P WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST 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 FOR BEARING M RESS RWF WIND DESIGN PRESSURES (ASCE 7 16 EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &'ARCHITECTURAL AIDE. TRUSS MANUFACTURER 1S RESPONSIBLE FOR FINAL NET GROSS ASCE 7-16 NET(GROSS) BLE(FBAT020) LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC VYITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 1 = PSF (49.48) STORAGE: 20 sf HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf BALCONIES EXTERIOR P p (EXTERIOR) 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 ZONE 2 = 39.48 PSF (77.16) ANDDECKS.40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, ='PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES THE TRUSS FABRICATOR SHALL 67.16 ZONE 3 = 67.16 PSF (77.16) VEHICLE GARAGES! 50psf, ROOMS OTHER THAN SLEEPING ROOM 40psf,SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= DISTANCE 4opsf MASONRY: PLAN SHOWING COMPONENT :LAYOUT. .SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASICC WIND SPEED: 160 MPH � MASONRY CONSTRUCTIONA AND MATERIALS SHALL CONFORM WITH REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. WIND EXPOSURE: "C" SHOP DRAWING REVIEW: : "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY E RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE APPLICABLE INTERNAL OF THE CONTRACT :DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT CO S D COMMIT -FEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED D ATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, PRESSURE COEFFICIENT +• 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL COSI7_HA BLOCK I NCRETE ONCR DE MASONRY PSI. MANUFACTURED CONFORMANCE WITH ASTM GRADE f'm = 2000 PSI. BLOCK SHALL PLACED USING BLOCK - RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE THE. TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER'. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16. COMPONENT AND CLADDING WIND LOAD P. D PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ,s ROOF DIAPHRAGM ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW IN THE FORM ALL TRUSS TO TRUSS CONNECTIONS. FOR ASPHALT SHINGLE ROOF, USE MIN 19/32". STRUCTURAL SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING. CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIM COMPRESSIVE T E UM STRENGTH OF 3000 PSI AT 28DAYS, UNLESS: 19/32" STRUCTURAL SHEATHING EXP 1 (40120).(SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" AND EDGE SPACING) SEE DETAIL. - FASTENER SCHEDULE WRITING BY THE ARCHITECT. : COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP' OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN GROUT. N NAILS @ 4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: TYPE 'M" OR."S".MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE GABLE END. SIZE. HEAD T LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2" 0.131 F1667 SCREW SHANK 170,000 � RING RINGS RSRS-03 Sd RING SHANK; 2 3/8" 0.113 PER INCH PER I ) RSRS RSRS-01 SCREW SHANK 8d RING SHANK; PNEUMATIC 2 3/8" 0:113 F1667 RSRS-01 SCREW -NAILS EXTERIOR S'-EATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. P,00F SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @4"O.C. ON EDGE AND 6"O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O C. ON EDGE AND 4" 0 C. IN FIELD ZONE 3,3e, 3f: 10d NAILS @ 4" O,C. ON EDGE AND 4" O.C. INFIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES N Z W W � z� r, Y z = U 1n 0 O Z 0 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf FOOTING pal, PROPORTIONED AND MIXED AS OUTLINEDR ASTM C-270. UNDER HORIZONTAL AND VERTICAL L MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE 0 SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIEDPROCTOR.MAXIMUM DRY DENSITY; DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - BE SOIL FOR TERMITE PROTECTION.. '. FILL CMU CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY - A E REINFORCING. F COMPLETION F SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE SUCCESSFUL LE O GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE .LAP VERTICAL REBAR6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. . RAFTER OR TRUSS THE. MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY VATH.THE ROOF SHEATHING CONCRETE: - SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL ST"EEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINI MUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH:::EDITION, BY THE AMERICAN INSTITUTE OF STEEL. CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M Fy = 36 ksi FOR ANGLES; PLATES, AND NFSHAPES. STRUCTURAL TUBING SHALL BE ASTM z A500/A500M, GRADE B, Fy = 46 ksi STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = O- 2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. d 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS; AND 5" STRUCTURAL TERRACE SLAB m ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM.A307 BOLTS WITH DOUBLE -NUT LEVELING.. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS; WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5°+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED I N ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. L BUILDING LENGTH , CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, ROOF SHEATHING LAYOUT ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING - WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY - NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE. TRUSS 2X4 #2 SYP OUTLOOKER RAFTER. W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END,. ATTACH 2X4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR.. SHALL BE AS FOLLOWS', BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. A, T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER' END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 1-112 FOR #5 AND SMALLER BLOCKING PER NAILING SCHEDULE 2" FOR#6 AN[) LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - -. C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING r o(—#8*2" DECK SCREWS @ 6' S" O.C. MAX @ U) uJ EQGES & 12" O.C. MAX IN FIELD. UNTHIREADED L SHANK TO EXTEND, BEYOND THICKNESS OF oSUB -FLOOR SHEATHING TYp; 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 314" FOR SLABS, WALLS AND JOISTS - 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Reviewed for Code Compliance ' ® Universal Engineering Sciences FASTENER SCHEDULE _ WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING .REMARKS: IX2 PT FURRING TO. CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 1/4 DIA TAPCON MASONRY 1 12 EMBED., 4' END DIST. MASONRY / CONC. NAIL 1. 1/2 LONG. TO MASONRY/GONG. NO WASHER FASTENER 8 O/C 1 112" EDGE DIST SGD; AL EXT: DOORS CASE HARDENED COIL . 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 12" DIA. W! 4' EMBED., 4" END DIST. 1x PT SEE NOTE 6 NAIL 1 1/2 LONG. S rAGGERED INTO MASONRY/GONG. TO MASONRYlCONC.. WASHER EXPANSION BOLT 24" O/C 3" T EDGE DIST. WINDOWBUCK CASE HARDENED COIL 91,.01C WINDOW,'DOOR/ FASTENED . METAL STRAP To CONTACT THIS ENGINEER FOR SPACING Ix PT SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONR`IC)NC. MASONRY/GONG REQUIREMENTS REQUIREMENTS IY EXT SWING DOOR. (2) 3/18 DIA' TAPCON " 18„ D/C... 1 1/2" EMBED SEND. .NON -BEARING WOOD 12 ° EXPANSION 4" EM"EDGEE BUCK 2x PT SEE. NOTE 6 NO WASHER FASTNER :; DIST, 1 112" EDGE DIST. WALL l0 CONC. SLAB W/ WASHER BOLT 24"O/C DIST, 3" EDGE DIST. S 2K PT WINDOW BUCK 0.138° PAF x 2118" 9" O/C PT TO STEEL COL, SEE 4" END. DIST, 1 1!2" - WI WASHER STAGGERED NOTES EDGE DIST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER. MANUFACTURER'S SPECS AN.D /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HIUTI 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 6. WINDOW AND DOOR BUCKS SHALL HE AS WIDE OR WIDER AS THE DOOR OR WINDOW.FRAME EXCEPT FOR AN. EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME._ 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCdNS.OR PAF TO THE SUBSTRATE. . SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #111 PROJECT# 04321.201 111R1 MODEL: 4EBB "1828-- CALI" GARAGE SWING: LE FT PAGE: n. E' DETAILS 160 MPH EXP. ` ARCH CT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PIaINT ' 02/17/21 DATE: SCALE: 1/41$=11-o SEIEET S I