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Plaza Drive 371 WINDOWS AND FIXED GLASS STRUCTURAL NOTES AND SPECIFIIQAJIONS 1. Windows shall be Simonton or equal, double bung, impact resistant E* CA CA 1. Codes: Florida Budding Code, ACTATIC, AWPA,A*A (Latest Editions) units. The units are solid vinyl clad, white eiterior and interior color. Each unit has a positive design pressure as i4dicated on the Design 2. Live Leads: Pressures for Openings Schedule indicated ii these Drawings. All Roof Live Load Top Chord 30 PSF hardware shall be corrosion resistant type with standard interior Floor Live Load 60 PSF operating hardware, 3. Wind Loads: (120 MPH), 2. The pedestrian door shall be impact resistant unit and shall meet the moo Basic Velocity Pressure 30 PSF structural design pressures for the size indicAted on the Drawings. Uplift 30 PSF 3. Installation of the windows and the pedestriob' door and associated 4. Materials: hardware, shall be as specified in the manufOcturer's installation Concrete: (Normal Weight-28 Days) directions for the 120 MPH (3 second gusts) Wind-Borne Debris Zone Slabs on grade and footings 40W PSI as defined in the Florida Building Code. ThO Contractor shall submit to 41� Pq Reinforcing,ASTM,A6159 GR60 (Lap 30 bar diar4eters) 6"X 6"8/8 W. W. M. the Atlantic Beach Building Department all Applicable manufacturer's 0,4 information and test data to meet these requirements. Lumber. Wood construction in accordance with the Flo�nida Budding Code 4. See Structural Design Pressures and Calculations. > Plywood Sheathing, 518 inch APA, CD-24% with exter0or glue(CDX) or Engineer ved equivalent for roof sheathing and Yj inch AP,*, CD-24% with exterior glue appro (CDX) for exterior wall sheathing. Nails: 8D * 6 Inches on centers of supported edges(iinihe seams)and 8 inches on METAL OVERHEAD GARAGE DOOR centeri at intermediate supports (In the fleld) for roof apd wall sheathing. 1. Metal overhead garage door shall be as man0actured by Overhead Framing Anchors: Si mpson or approved equal, zinc co4ted. Door Company or equal and shall meet all ot the requirements and r h structural des' ures for materials and installation in the 120 ign press Wood Trusses: Provide Shop Drawings, signed and se&Aid by a Florida Professional MPH (3 second gusts) Wind-Borne Debris 7-4n ' as dermed in the Engineer. 120 MPH. e Florida building Code. The Contractor shall!submit to the Atlantic Beach Building Department all applicable i formation and test data to Allowable Sod Bearing pressure: 2�000 PSF n meet these requirements. 2. See Structural Design Pressures and Calculations. APPR U V_ CITY OF J�ITLAK--�,G BUILD11, ................. 19b ROOF COVERING — ASPHALT SHINGLES ROOF SLOPE 2,5 to12 VENEER SIDING F I 1. Asphalt shingles, underlayment, flashings, valleys and drip edges, and Wood veneer siding shall be Hardi-Board and shali be applied horizontally I i i i i their installation, shall be in accordance with the Florida Building Code. over mnumum of one layer of Tyvek or equal vap4 barrier membrane over 1 2. Asphalt shingles shall be fastened to solidly sheathed decks. the structural sheathing. The siding shall be nailed through the structural 3. Underlayment shall be two layers. Underlayment application shall sheathing. The nails shall be stainless steel siding "�ails and shall be of proper comply Section R905.2.6 of the Florida Building Code� 2004 EditioL length to penetrate through the sheathing. All vertical lap joints shall fall Apply a 19 inch of underlayment felt parallel with and starting at the over.a stud. The installation of the siding shall meit the requirements of the eave, apply 36 inch wide sheets of underla eat, overlapping successive Florida Building Code for 110 M.P.H.( 3 second wind gusts), Category C, Yin sheets 19 inches and fastened sufficiently to hold in place. Wind-Borne Debres Zone 4. The asphalt shingles shall match the existing and shall have self seal strips or be interlocUng and comply with ASTM D 225 or ASTM D 34629 BRICK MASONRY 5. Asphalt shingles shall be secured to the roof sheathing in accordance or 120 MPH (3 with the manufacturers recommendations and test data f Brick units shall match the size of the eluisting insta)led brick and shall be ool second gust3)Wind-Borne Debris Zone as defined in the Florida secured to the existing sheathing with galvanized btick ties at 16 inches on Building Code. Fasteners shall be galvanized or stainless steel, centers both horizontally and vertically. Brick ties Mall meet the requirement mum of 12 gauge and shall penetrate through the roof sheathing. of Section 2109.3.1.1 of the Florida Building Code. ! The Contractor shall submit to the Atlantic Beach Building Department all applicable manufacturer's information and test data as required to All work shall be true, plumb and level. Remove all excess mortar so as to meet these requirements. reader the wall smooth and ready for the applicatiOn of materials and work 6. Valley lini gs shall be installed in accordance with the manufacturer's required by other trades. installation instructions before applying the asphalt shingles. For open U) valleys9 lined with metal, the lining shall be 0.024 aluminum, 16 inches ide minimum. For closed valleys, covered with shingles, the fining wi shall be one ply of smooth roll rooft 9) minimum of 36 inches wide and Complying with ASTM 1970 7. Drip edge shall be provided at roof edges and overlapped ininium o a m 2 inches. Drip edges shall extend inch minimum below the sheathing and back on the roof a minimum of 2 inches. Drip edges shall N U" e nailed not more than 12 inches on centers. 591 45- (f) t IV 7 7+ �l 111 HT�Ml 7 �44 Pot I f4T k A -A(7 ------- Pdo le -4—- OEM* .. ............. ------------- all - 4j� Fwl 11,0 14 4�f A; 1.1.11. 1- e 1��71 t� i'', A �l Pyl A-�- v! 9 2 7 EW ""a .............. j 0 414" F -J- --CITY OF 'LAN i"W-v -.n ML & F U`& I DhA B U I L D' INU COL'mi%E, 2fak 0 0 1 A— DESIGN PRESSURES FOR OPENINGS (VERSION 1.01 WindWocity(wo) 120 campmy George BkAl Jr. knPortance Fecibr 1.00 Pr"xmvd By Exposure CatVwy bbrrMd pressure Coeff STRUCrURES c 4kM± 0.1 cNew Ito" Crknan 8 Job Ovscr"�n Gawage Add*m Mamn Rod Height(ft) 12 MAMAMNAL,UC suwkv Mdlh(ft) 24 Building Length(ft) 25 C-4 i- 771- Rool Move (x.12) 2.5 Job Number Pq crimh LOCA L ep MARK DESCRPTION ZONE ELEV. MOTH HEIGHT(lbt PPJM$Urtll Mum"I&RUT FREUME(ps" A Typ"Dbl t�N 4 8 4 *5 302 42.3 a Pedeation Door 4 , 6 3 - 6.67 30.0 c 8- F" 00 74 L J %- .......... Vi ................. :Sher,?,q 'Dk. ENO 4 ------------- ......... N, `1 A-�,C F-,-..f.A-�,C_ -d-I-Y-4: F 4411. con �0. 4...4 .......... car Of ------ for .2di. F-� _S1 le 9".11 lei ?_s,' o� 11T. V1.0 Fig* rwo 0 0 WWI T_ 7- hM F; A3 X A pi H ............ ,kl w, of Arl 5h W4t V4t Woo 7=L", J— "Mill _L==4 A P R , V7 CITY OF "rLAk BUILDL G FIGE >1 UY; 17 _Ji Off- PL h UPLIFT CALCULATIONS imjpefrvious Surface Calculations Roof Area: 28.33 X 27*33 774 sq. ft. oo-tz 1 120 M*P*H,-Wind speed + 30 lbs./sq. & Site Area: 16,170 square feet 0 774sq. ft, X 30 lbso/sq* ft'a 122 lbs, Total U`V11'ft -ot 4 Existing Residence: 2,026 square feet Iwo 6 Building Perimeter: 98 lineal Feet Existing Paving: 1,883 square feet A5 New Ggrom:., 11 OV 599 sounre feet > 236 Lbs. fin. ft, Uplift/lin. ft* 211220 0 4,488 square feet W UYV 01 774 10tal Rem oved: 432 KLuare feet OR Total Impervious; 4,056 square feet Uplift/Stud — 236 X 1.33 — 314 Lbs. 0s, IY Use: SP6 Each Stud 4,056 Divided By 16,170 .08% to To 25 LARd.Bott om PI = '715 lbse X .73 Y n Uplift/Truss — 236 X 2.0 — 472 Lbs. > ILY 2R A tay,I Use: H2.5A Each Truss t q o To P -P 1< late Storm Water Calculations F Truss T 1 Has u lift of 832 lbs, PLO, Use,* MST 12 — 1000 LBSO PredeveloDment Site Area: 16,170 sq. ft. r �n Existing Residence; 2,026 Square Feet Existing Paving: 40 1,883 Square Feet S� Remolve a minus) 32 Souare Fe 0 4 et 3,477- square Feet 3 j477 S-guare Feet 21.50 % Impervious 16,170 Square Feet AIR CONDITIONING NOTES ost velODment 25.08 % Impervious Me. 10 Comply with all applicable codes and ordintnces. 25.08 21*5% 3.58% 2. it shall be the Air Conditioning contract r'i responsibijity to design 1 0 the split system heat pum 0 of 10-S-Clo p system and all a4wiated accessories. 3. The Air Conditioning Contractor shall prep4re a Certified Energy < 5% - No Detention Reauired Analysis for submittal to the Atlantic Beach building Department for j permitting. 4. Provide all equipment, ductwork and registo.; s as required for the proper operation of the system. Ceiling re&ters shall be aluminum, 5. Provide a five-year warranty on the comp re$sor and a one-year fun parts and labor warranty on all other work. ELECTRICAL NOTES -low 1. Comply with all codes and ordinances. 2. Lamp all ratures, 3. The Owner shall select an light' rutures. Pr4vide an aflowance of$400.00 Eno CITY OF pT�kK�, BUIL-DII-'-G C FICE oil 9A S�U*Vq -low Ell R- E DE uRIMAN Si NUIE DRAWING INDEX GARA k`iE ADDITION SHEET I SITE PLAN CALCULATIONS ATLANTIC BEAC-1H FLORIDA ELEC. & A/C SHEET 2 FLOOR PLAN FOUNDATION PLAN GEORGE BULL JR* ARCHITECT FRAMING PLAN 1800 SEVILLA BOULEVARD SUITE' 3 SHEET 3 ELEVATIONS ATLANTIC BEACH, FLORIDA 32233 WALL SECTION TEL: 904-246-4469 . 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