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1205 Hibiscus St RES21-0173 WindowsOWNER:ADDRESS:CITY:STATE:ZIP: HUTCHCRAFT WILL J 1205 HIBISCUS ST ATLANTIC BEACH FL 32233-2609 COMPANY:ADDRESS:CITY:STATE:ZIP: FHIA FLORIDA HOME IMPROVEMENT LLC 4070 SW 30 AVE FORT LAUDERDALE FL 33312 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171058 0100 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1205 HIBISCUS ST RESIDENTIAL WINDOWS/DOORS WINDOWS $13956.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/22/2021 PERMIT NUMBER RES21-0173 ISSUED: 6/22/2021 EXPIRES: 12/19/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PERMIT 455-0000-322-1000 0 $120.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.45 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.30 TOTAL: $235.75 2 of 2Issued Date: 6/22/2021 PERMIT NUMBER RES21-0173 ISSUED: 6/22/2021 EXPIRES: 12/19/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $235.75 RES21-0173 Address: 1205 HIBISCUS ST APN: 171058 0100 $235.75 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $120.00 BUILDING PERMIT 455-0000-322-1000 0 $120.00 BUILDING PLAN REVIEW $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00 STATE SURCHARGES $5.75 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.45 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.30 TOTAL FEES PAID BY RECEIPT: R16142 $235.75 Printed: Tuesday, June 22, 2021 11:32 AM Date Paid: Tuesday, June 22, 2021 Paid By: FHIA FLORIDA HOME IMPROVEMENT LLC Pay Method: CREDIT CARD 471360786 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16142 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. 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O O / $ 0 . 0 0 $ 0 . 0 0 I $ 0 . 0 0 1 : x e m 1 1 t l o n s $ S 0 , 0 0 0 . 0 0 S e e b e l o w T a x a b l e V a l u e $ 5 5 , 1 4 0 . 0 0 S e e b e l o w T a x a b l e V a l u e s a n d E x e m p t i o n s - I n P r o g r e s s I f t h f ! r e a r e n o e x e m p t i o n s a p p l i c a b l e t o a t a x i n g a u t h o r i l y , t h e T a x a b l e V a l u e I $ t h e s a m e a s t h e A s s e s s e d V a l u e l i s t e d a b o v e i n t h e V a l u e S u m m a r y b o x . C o u n t y / M u n i c i p a l T a x a b l e V a l u e N o a p p l l c a b l e e x e m p t i o n s S J R W M D / F I N D T a x a b l e V a l u e N o a p p l i c a b l e e x e m p t i o n s • S c h o o l T a x a b l e V a l u e N o a p p l i c a b l e e x e m p t i o n s S a l e s H i s t o r y B o o k / P a g e I S a l e D a t e 1 9 2 5 8 - 0 0 5 8 7 5 / 1 8 / 2 . 0 2 0 0 9 6 9 4 - 0 1 3 6 4 7 / 2 6 / 2 0 0 0 0 6 7 2 3 - 0 0 2 7 Q 5 / 1 2 / 1 9 8 9 0 6 7 l Q · Q 1 9 7 ~ 5 / 2 / 1 9 8 9 0 6 6 7 3 • 0 0 0 7 2 5 / 1 2 / 1 9 8 9 0 S 5 4 2 • 0 0 8 0 8 7 / 2 1 / 1 9 8 2 0 5 4 0 6 - 0 0 2 9 : t 8 / 2 8 / 1 9 8 1 E x t r a F e a t u r e s S a l e P r i c e $ 2 1 0 , 0 0 0 . 0 0 $ n , o o o . o o $ 2 2 , 0 0 0 . 0 0 $ 5 0 0 . 0 0 $ 1 0 0 . 0 0 $ 1 0 0 , 0 0 $ 1 0 0 , 0 0 p e e d I n s q y m e n t T v o ~ W O • W a r r a n t y D e e d W D • W a r r a n t y D e e d W D • W a r r a n t y D e e d W D • W a r r a n t y D e e d M S • M l s c e l l a n e o u s Q C • Q u i t C l a i m Q C • Q u i t O a l m L N 1 F e a b l r e C o d e I S C P R 2 F e a t u r e D e s c r i p t i o n ] S c r e e n P o r c h B l d g . 1 1 L a n d & . l e g a l L a n d L N C o d e U s e D e s c r i p t i o n Z o n i n g A s s e s s m e n t 1 1 I 0 1 0 1 R E S M D 8 · 1 9 U N I T S P E R l A R G A C B u i l d i n g s B u i l d i n g 1 B u i l d i n g 1 S i t e A d d r e s s 1 2 0 5 H I B I S C U S S T A t l a n U c B e a c h F L 3 2 2 3 3 B u i l d i n g T y p e Y e a r B u i l t B u i l d i n g V a l u e ! Y . P . . ! ! G r o s s A r e a A n l s h e d O p e n 1 2 8 P o r c h B a s e A r e a 1 2 0 0 U n f l n D e t U t l l l t y 1 0 0 T o t a l 1 4 2 8 0 1 0 1 • S F R 1 S T O R Y 1 9 8 0 $ 1 0 3 , 0 7 3 . 0 0 H e a t e d E f f e c t i v e A r e a A r e ■ 0 3 8 1 2 0 0 1 2 0 0 0 5 5 1 2 0 0 1 2 9 3 F r o n t D e p t h C a t e g o r y i 1 0 0 . 0 0 1 1 0 2 . 0 0 I c o m m o n ! E l e m e n t E x t e r i o r W a l l R o o f S t r u c t R o o f i n g C o v e r I n t e r i o r W a l l I n t F l o o r i n g J n t F l o o r i n g H e a t i n g F u e l H e a t i n g T y p e A i r C o n d E l e m e n t S t o r i e s B e d r o o m s B a t h s R o o m s / U n i t s h t t p s : / / p a o p r o p e r t y s e a r c h . c o j . n e l / B a s i c / D e t a l l . a s p x ? R E = 1 7 1 0 5 8 0 1 0 0 9 1 ! 1 ! l i f J e d / U n 9 ~ U n q u a l i f i e d V a c a n t / I m p r o v e d I m p r o v e d Q u a l i f i e d U n q u a l i f i e d U n q u a l i f i e d U n q u a l i f i e d U n q u a l l f l e d U n q u a l i f i e d L e n g t h 1 2 2 W i d t h I 1 2 L a n d L a n d L a n d U n i t s ! Y P . . ! ! V a l u e 1 0 0 , 0 0 F r o n t I $ 9 3 , 4 5 0 . 0 0 I F o o t a g e j C O d e ! D e t a i l 8 8 H o r i t o n t a l L a p 3 3 G a b l e o r H i p 3 3 A s p h / C o m p S h n g s 5 D r y w a l l 1 4 1 4 C - a r p e t 8 8 S h e e t V i n y l 4 4 E l e c t r l c " ' I F o r c e d - D u c t e d 3 3 C e n t r a l C o d e D e t a i l 1 . 0 0 0 J . 0 0 0 2 . 0 0 0 1 . 0 0 0 I m p r o v e d I m p r o v e d I m p r o v e d I m p r o v e d I m p r o v e d I m p r o v e d T o t a l U n i t s 1 2 6 4 . 0 0 V a l u e I $ 4 , 9 6 8 . o o L e g a l I L N I L e g a l D e s c r i p t i o n 1 1 8 - 3 4 1 7 · 2 S · 2 9 E 2 S E C H A T L A N T I C B E A C H 3 L O T S 5 , 6 B L K 2 3 1 I I L , , . J - , - - . - - ~ t : . _ , r 7 L ' . J l : : ' . J 1 / 2 5 / 1 0 / 2 0 2 1 P r o p e r t y A p p r a i s e r - P r o p e r t y D e t a i l s 2 0 2 0 N o t i c e o f P r o R o s e d P r o l ! § ! ! Y . T a x e s N o t i c e ( T R I M N o t i c e ) [ T a x i n g ~ I A s s e s s e d V a l u e E x e m p t i o n s I T a x a b l e V a l u e I . J i s t Y e a r I P r o p o s e d R o l l e d - b a c k G e n G o v t B e a c h e s $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 $ 4 3 0 . 2 0 $ 4 4 9 . 4 6 $ 4 2 6 . 7 4 P u b l i c S c h o o l s : B y S t a t e L a w $ 1 0 5 , 1 4 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 8 0 , 1 4 1 0 . 0 0 $ 3 0 3 . 4 9 $ 2 9 3 . 0 7 $ 3 0 1 . S 3 B y L o c a l B o a r d $ 1 0 5 , 1 4 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 8 0 , 1 4 0 . 0 0 $ 1 7 4 . 8 4 $ 1 8 0 . 1 5 $ 1 7 3 . 7 1 F L I n l a n d N a v i g a t i o n D i s t . $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 ' 1 0 . 0 0 $ 1 . 6 9 $ 1 . 7 6 $ 1 . 6 9 A t l a n t i c B e a c h $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 $ 1 7 0 . 3 9 $ 1 7 8 . Q 2 $ 1 6 8 . 6 6 W a t e r M g m t D i s t . S J R W M D $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 $ 1 2 . 7 ' 1 $ U . 6 1 $ 1 2 . 6 1 G e n G o v V o t e d $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 $ 0 . 0 0 $ 0 . 0 0 $ 0 . 0 0 S c h o o l B o a r d V o t e d $ 1 0 5 , 1 4 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 8 0 , 1 4 0 . 0 0 $ 0 . 0 0 $ 0 . 0 0 $ 0 . 0 0 U r b a n S e r v i c e D l s t 3 $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 $ 0 , 0 0 $ 0 . 0 0 $ 0 . 0 0 T o t a l s $ 1 , 0 9 3 . 3 5 $ 1 , 1 1 5 . 0 7 $ 1 , 0 8 4 . 9 4 D e s c r i p t i o n l u s t V a l u e A s s e s s e d V a l u e E x e m p t i o n s T a x a b l e V a l u e L a s t Y e a r $ 1 8 8 , 8 8 3 . 0 0 $ l 0 2 , n 1 , o o $ 5 0 , 0 0 0 . 0 0 $ 5 2 , 7 7 7 . 0 0 C u r r e n t Y e a r $ 1 9 7 , 8 5 5 . 0 0 $ 1 0 5 , 1 4 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 $ 5 5 , 1 4 0 . 0 0 2 0 2 0 T R I M P r O P . e t t v . R e c o r d C a r d ( P R C ) . T h i s P R C r e f l e c t s p r o p e r t y d e t a i l s a n d v a l u e s a t t h e t i m e o f t h e o r i g i n a l m a l l i n g o f t h e N o t i c e s o f P r o p o s e d P r o p e r t y T a x e s ( T R I M N o t i c e s ) I n A u g u s t . P r o p e r t y R e c o r d C a r d ( P R C ) T h e P R C a c c e s s e d b e l o w r e f l e c t s p r o p e r t y d e t a i l s a n d v a l u e s a t t h e t i m e o f T a x R o l l C e r t i f i c a t i o n I n O c t o b e r o f t h e y e a r l i s t e d . 2 0 2 0 2 0 1 9 2 0 1 8 2 0 1 7 2 0 1 6 2 0 1 5 2 0 1 4 • T o o b t a i n a h i s t o r i c P r o p e r t y R e c o r d C a r d ( P R C ) f r o m t h e P r o p e r t y A p p r a i s e r ' s O f f i c e , s u b m i t y o u r r e q u e s t h e r e : M o r e I n f o r m a t i o n ~ I P a r c e l T a x R e c o r d I ~ P . I ! : : l i l l L l h ! i . P . ! . 2 R f i l l Y . . . 2 ! l . § g g g ~ R i I Q 1 Y F e g s R e c o r d t , t t p s : / / p a o p r o p e r t y s e a r c h . c o j . n e t / B a s l c / D e t a i l . a s p x ? R E = 1 7 1 0 5 8 0 1 0 0 2 / 2 D o c # 2 0 2 1 1 3 5 8 6 0 , O R B K 1 9 7 4 2 P a g e 2 4 4 1 , N u m b e r P a g e s : 1 , R e c o r d e d 0 5 / 2 7 / 2 0 2 1 0 4 : 5 1 P M , J O D Y P H I L L I P S C L E R K C I R C U I T C O U R T D l N A L C O U N T Y R E C O R D I N G $ 1 0 . 0 0 N O T I C E O F C O M M E N C E M E N T S t a t e o f i = l o 6 ' « l c > , , C o u n t y o f J ) , ~ \ T o W h o m I t M a y C o n c e r n : T a x F o l i o N o . h \ P 5 $ - o I O D T h e u n d e r s i g n e d h e r e b y i n f o r m s y o u t h a t i m p r o v e m e n t s w i l l b e m a d e t o c e r t a i n r e a l p r o p e r t y , a n d i n a c c o r d a n c e w i t h S e c t i o n 7 1 3 o f t h e F l o r i d a S t a t u t e s , t h e f o l l o w i n g i n f o r m . a t l o n i s s t a t e d i n t h i s N O T I C E O F C O M M E N C E M E N T . L e g a l D e s c r i p t i o n o f p r o p e r t y b e i n g i m p r o v e d : \ $ - ¥ : f O - • z . . < - , - t f i E S E C , \ . - \ A ; T L A - W t : u i e A ; l - \ : 1 l . 0 1 5 , ; , c o g 1 : K J ; i . , A d d r e s s o f p r o p e r t y b e i n g i m p r o v e d : I Z D S : \ . . l i h i s c u S • ; - i ' A : \ : l e , . . o H c f i : g v ; . b 1 t : \ 3 1 - c J & l G e n e r a l d e s c r i p t i o n o f i m p r o v e m e n t s : - ' V , ) . . . . . , \ . . . , Y ' , , . . a l . . o . . . w , . _ _ Q , . , > < % . p i " ' - ' \ c : . . " " " ' G : " ( , . . . , l / \ 3 a ; , . , , , > , , . , o . . . . . + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O w n e r : I : ! , , : k b , c ' > f + O w n e r ' s i n t e r e s t i n s i r e o f r h e i m p r o v e m e n t : _ , . . D " ' t . . . . : > v : i " " " ' - . . 1 ; . . t ' ! ! : · . . . ~ < - - - - - - - - - - - - - - - - - - - - - - - - - - F e e S i m p l e T i t l e h o l d e r ( i r o t h e r t h a n o w n e r ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C o n t r a c t o r : £ 1 - q : : : . 4 . , \ \ C . . . A d d r e s s : ~ < t o \ : S W 3 0 - t - h A \ f l - T e l e p h o n e N o . : £ ' : f : : S . S L f - 3 ' . l " t . d H a \ \ . 1 - \ \ J e , c , r l . r \ : S " § ' : W : Z . F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ S u r e t y ( i r . a n y > - - - - - - - - - - , - - \ . . . - \ - - 1 - ' - , - , \ - - - - - - - - - - - - - - - - - - - - - - - - - - - A d d r e s s : - - - - - - - - - i / V t - - " . . . . , ~ , _ 7 _ , _ > P f ~ _ _ _ _ _ _ _ _ _ _ _ A m o u ' n i o f B o n d $ _ _ _ _ _ _ _ _ _ T e l e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ N a m e a n d a d d r e s s o f a n y p e r s o n m a k i n g a l o a n f o r t h e c o n s t r u c t i o n o f 1 h e i m p r o v e m e n t s N a m e : _ _ _ _ : , , , . _ . . . , A / 4 ~ - - - - - A d d r e s s : - - - - - - - - - - ' / - = + - ~ + - ~ - - - - - - - - - - - - - - - - - - - - - - - - - P h o n e N o : _ _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ N a m e o f p e r s o n w i t h i n t h e S t a t e o f F l o r i d a , o t h e r 1 h a n h i s e l f , d e s i g n a t e d b y o w n e r u p o n w h o m n o t i c e s o r o t h e r d o c u m e n t s m a y b e s e r v e d : N a m e : _ _ _ _ _ _ _ _ _ _ _ _ , . . _ . . . _ _ , _ _ , _ , f - - - - - - - - - - - - - - - - - - - - - - - - - A d d r c s s : - - - - - - - - - - - - f - - - - - - - - - - - - - - - - - - - - - - - - - - - T e l e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ [ n a d d i t i o n t o h i m s e l f , o w n e r d e s i g n a t e s t h e f o l l o w i n g p e r s o n l o r e c e i v e n c o p y o f t h e L i e n o r ' s N o t i c e a s p r o v i d e d i n S e c t i o n 7 1 3 . 0 6 ( 2 ) ( b ) , F l o r i d , S c . " " · ( F H I ; " " O w o o r ' s o , , ; . . J ~ ~ N a m e : : A d d r e s s : 1 T e l e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ E x p i r a t i o n d o t e o f N o t i c e o r C o m m e n c e m e n t ( t h e e x p i r a t i o n d a l e i s o n e ( I ) y e a r f r o m t h e d a t e o f r e c o r d i n g u n l e s s a d i f f e r e n t d a t e i s s p e c i f i e d ) : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ·-.. PRODUCT APP ROVAL INFORMATION SHEE~-EORTH_E CITY OF ATL ANTI C BEACH , FLORIDA ........ _ ....... Nam e: Cecil Ward P r oject ..... •. Permit . , # _ ___.__.__ __ -.c-- P r oj ect Address: 1205 Hibi scus St As required by Florida Statute 553.842 and Florida Administrative Co¢eRule9B::72, pkase provide t~e information and product approval numbei·(s) for the building components listed below as applicable to the building .construction. project for tbe. permit number listed. Ilbove. You should contact your product supplier if you do not know the product appr<?val nuin_berfor· any _ofth~ app_licable listed products. lnformatio·n regarding statewide d I b b . d fl 'd b ·1d · . .. . oro uct approva may eo tame at: WWW. on a tu mg,org. ... .. •• .. . . . . ••' ... ---... ., Product D escrip_tion L imitation . Loca l # Category/S ubcategory Manufa cturer : o f Use State# •c.·. . .. .. .. .. .. .. , -.. .. .. A. E XTERIOR DOORS ... . -. .. . . ·-· I. Swinging . '• .. ~ .. ., 2. Sliding -... . .. .... . - 3 . Sectional ... --··:., . . --__ ,,.... .. -·--.. 4. Roll up ... ... ... . . . ·-. . . .. ,_ ....... _, ·--~· , .. -· --·-·• 5. Automatic . ,• . ... .. . - -., ... ,. •(;", . 6. Other ... ... .. .. .. ... .. . .•. ' .. .. . . . - B. WINDO WS .. .. . .. - 1. Single hung cws 8100 - FL4091.1 -,•. ·--·••. .. 2. Horizontal slider cws 8200 . ' .--. -··: .· -, .. " FL4092;2 .. -.. .. - 3. Casement -· ... --·· . ' .. ··-.. . . --·-~ • --~. • r ... _, ... , ..... . .. 4. Double hung . , . .. . - ----· •r.·. -- 5. Fixed ,·• ... .. ·• .. .. .. .. . -. , . . . 6. Awning .. . . .. --· .. 7. Pass-through ·--·. 1' ·•·· -•, . 8. Projected ·--.. r --··:, .... .. . .. .._ ·[ .. ,. •' - 9. Mullion .,,. . .. .. . . .... '• ., --.. .. -· -· 10 . Wind breaker •. · .. ... ,, .. -· ., -· . -... - I I. Dual action - " .. -.. ,. .. . . --- 2. Other ..... -.. ·-·-... · .. -• ---·· .. " ----. ~ .... ·-.... -.. Category/Subcategory Manufacturer Product_Desctiptiqn !,im itation of Use S tate# ,e,.·. Local # . .. --, H. NEW EXTERIOR .. ·---· -· .. -- ENVELOPE PRODUCTS -· ~ 1. .--.. - 2 . -····~ ... ---• --·• .. r . ---- In addition to completing the above list of manufacturers; _prod~ct descr1ptiorf ~~d -State approval QUrryber for the .products used on this project, the Contractor shall maintain on the job site and available to the lnspe~tof aJ~gibie copy of each -·manuf acturer's prin~~d specifications and ins_tallation instructions along with this Product Approval Sheet. _ -· --- I certify that this product approval list is true and correct to the best of my _ knowled~e. l further certify th-at use of diffetent components other than the ones listed in this document must be approved by the Buildirig Official. WAYNE THOMAS BURNETT (Contractor Name) (Print Name) -·· . . ... _ ... ,_ ----· Company Name:._F_H_IA_, _L_L_C _____________________________ ----= Mailing Address: 3044 SW 42nd ST City: HOLLYWOOD State: FL _ . ___ _ -·-,. -...... . .. __ .... ' --~.f P. c~cie:._3_3_3_12 ____ _ Telephone Number: ( 4 07 )._9_8_9_-_8_70_1 ______ Fa~ Number~-( 4 07 ) 472-8380 Cell Phone Number: ( ) _________ ·. "E~mail Add;:ess : LMARllN EZ@ FHIARE MODELING.COM ... .... .... . .. -__ --.. -··., -. ..... ·-__ ...... ....... '•' -. • r. -- . ·.· ... _ ... , . I , , I , : I ' • t , ' , ' . . . , ' . . , · . · . ' ' , , , . · ' • , . , , F l - I I A D i a g n u n S h e e t M e a s u , r ~ T e c h : ' ' . . M e a s u r e D a t e : · J a s o n G i a c c h i i t . ; , R E S 2 1 - 0 1 7 3 1 / 7 / 2 0 2 1 F l o r i d a B u i l d i n g C o d e O n l i n e B C I S H o m e I l o g I n I U s e r R e g i s t r a t i o n H o t T o p i c s S u b m i t S u r c h o r g c I S t ~ t s B o F a c t s I P u b l i c a t i o n s I C o n t a c t U s / B C I S S i t e M a p d . . ~ , f ~ O O c l a k u . r ~ P r o d u c t A p p r o v a l y ~ ~ U S E R : P u b l i c U ~ c r p r o o u e t / I R Q C P Y O I M O Q V > p r o d u c t o r A o o l l c a U o n S e a r c h > A o n ! l c a t l o n U s t > A p p l l c ; , t l o n D e t a i l F L # A p p l i c a t i o n T y p e C o d e V e r s i o n A p p l i c a t i o n S t a t u s C o m m e n t s A r c h i v e d P r o d u t : t M a n u f a c t u r e r A d d r e s s / P h o n e / E m a i l A u t h o r i z e d S i g n a t u r e T e c h n i c a l R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l Q u a l i t y A s s u r a n c e R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l C a t e g o r y S u b c a t e g o r y F L 4 0 9 1 - R 9 R e v i s i o n 2 0 2 0 A p p r o v e d C u s t o m W i n d o w S y s t e m s I n c . 1 9 0 0 S W 4 4 t h A v e n u e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p J l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 J l a t h r o p @ c w s . c c J a y u i t h r o p 1 9 0 0 S W 4 4 t h A v e . O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c W i n d o w s S i n g l e H u n g C o m p l i a n c e M e t h o d E v a l u a t i o n R e p o r t f r o m a F l o r i d a R e g i s t e r e d A r c h i t e c t o r a L i c e n s e d F l o r i d a P r o f e s s i o n a l E n g i n e e r E v a l u a t i o n R e p o r t - H a r d c o p y R e c e i v e d F l o r i d a E n g i n e e r o r A r c h i t e c t N a m e w h o d e v e l o p e d t h e L u c a s A . T u r n e r E v a l u a t i o n R e p o r t F l o r i d a L i c e n s e Q u a l i t y A s s u r a n c e E n t i t y Q u a l i t y A s s u r a n c e C o n t r a c t E x p i r a t i o n D a t e V a l i d a t e d B y C e r t i f i c a t e o f I n d e p e n d e n c e R e f e r e n c e d S t a n d a r d a n d Y e a r ( o f S t a n d a r d ) E q u i v a l e n c e o f P r o d u c t S t a n d a r d s C e r t i f i e d B y P E - 5 8 2 0 1 K e y s t o n e C e r t i f i c a t i o n s , I n c . 0 7 / 2 1 / 2 0 2 8 S t e v e n M . U r i c h , P E V a l i d a t l o n C h e c k l i s t - H a r d c o p y R e c e i v e d F L 4 0 9 1 R 9 C O ! E y a ! R e p o r t l 5 4 G . R d f S t a n d a r d A A M A / W D M A / C S A / 1 0 1 / J , S . 2 / A 4 4 0 P A T A S 2 0 2 F l o r i d a L i c e n s e d P r o f e s s i o n a l E n g i n e e r o r A r c h i t e c t E L 4 D 9 1 8 9 E q u i v s 1 0 0 N o n • I m p a c t E q ~ y . . . R r J J : h t t p s : / / f l o r l d a b u i l d i n g . o r g l p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t D q u z 9 3 I % 2 b 4 g 5 f a H J 3 x % 2 f p C z 8 E w o s q u a C % 2 f e K n 4 % 3 d ~ 2 0 0 8 1 9 9 4 1 / 3 1 / 7 / 2 0 2 1 F l o r i d a B u i l d i n g C o d e O n l i n e S e c t i o n s f r o m t h e C o d e P r o d u c t A p p r o v a l M e t h o d M e t h o d 1 O p t i o n 0 D a t e S u b m i t t e d D a t e V a l i d a t e d D a t e P e n d i n g F B C A p p r o v a l D a t e A p p r o v e d 0 8 / 0 8 / 2 0 2 0 0 8 / 0 9 / 2 0 2 0 0 8 / 1 9 / 2 0 2 0 1 0 / 1 3 / 2 0 2 0 S u m m a r v o f P r o d u c t s F L # M o d e l , N u m b e r o r N a m e D e s c r i p t i o n 4 0 9 1 . 1 S H - 8 1 0 0 8 1 0 0 V i n y l F l a n g e / F i n F r a m e s r n g l e H u n g L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 1 8 9 I I c w s - 1 s 4 G , p d l A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : + 5 0 / - 5 0 E v a l u a t i o n R e p o r t s O t h e r : S H - 8 1 0 0 , M a x . s i z e 5 3 . 1 2 5 " x 7 6 1 1 • G l a s s c o m p l i e s w i t h F L 4 0 9 1 8 9 A E E v a 1 R e o o r 1 ; 1 5 4 G . m ! f A S T M E l 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s I 4 0 9 1 . 2 S H - 8 1 0 0 S H - 8 1 0 0 V i n y l S i n g l e H u n g , N o n - I m p a c t . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e I n H V H Z : Y e s E L 4 ! J 9 l 8 9 I I c w s - 4 s s o J 2 g . f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : S H - 8 1 0 0 V i n y l S i n g l e H u n g , O X , M a x . s i z e 5 2 " x 7 1 " , E L 4 ! J 9 1 R 9 A E E y a ! R e o o r t 4 8 S D . Q ! U s e e I n s t a l l a t i o n d w g s . f o r D P . G l a s s c o m p l i e s w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 1 . 3 S H - 8 1 0 0 C o n t i n u o u s H e a d & S i l l S H - 8 1 0 0 V i n y l S i n g l e H u n g , C o n t i n u o u s H e a d & S I i i , N o n - I m p a c t . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e I n H V H Z : N o E l . 1 0 9 1 8 9 I I C W S - 4 4 2 0 , l ' l l ! f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A , T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h l r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : S H - 8 1 0 0 C o n t . H d . & S i l l , M a x . s i z e 7 2 7 / 8 " x 6 1 3 / 4 " , F L 4 Q 9 1 R 9 A E E y a ! R e p o r t 4 4 2 D . ~ D P + 6 7 . 5 / - 7 0 p s f . G l a s s c o m p i l e s w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 1 . 4 S H - 8 1 0 0 C o n t i n u o u s H e a d & S I i i S H - 8 1 0 0 V i n y l S i n g l e H u n g , C o n t . H e a d & S i l l , N o n - I m p a c t . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 1 R 9 I I C W S - 4 9 2 0 , P d . f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : S H - 8 1 0 0 C o n t . H d . & S I i i , M a x . s i z e 7 4 1 / 8 " x 7 2 " , s e e F L 4 Q 2 1 8 9 8 1 : i E : : . ! i l l 8 1 : : R P C l : 4 2 . ! Q p g ! c h a r t o n I n s t a l l a t i o n d w g s . f o r D P . G l a s s c o m p i l e s w i t h A S T M C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s E 1 3 0 0 . 4 0 9 1 . 5 S H - 8 1 0 0 O r i e l 8 1 0 0 V i n y l S i n g l e H u n g O r i e l w / H D M e e t i n g R a i l L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o E L 4 l ! ! H 8 9 I I C W S - 2 9 3 E . R . d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : + 6 0 / - 6 0 E v a l u a t i o n R e p o r t s O t h e r : S H - 8 1 0 0 , M a x . s i z e 5 2 1 1 x 9 6 " , O r i e l . G l a s s c o m p l i e s F L 4 Q 9 1 R 9 A E E y a 1 R e o o r t 2 9 3 E . ~ w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s ~ : : 2 6 0 1 B l • l r S t g n • R M d , T h 1 1 Q b 0 < 5 A S E b 3 2 3 9 9 P h o n o - S S 0 - 4 8 7 - 1 8 2 4 l h e S t a t e o f F l o r i d a I s a n M / E E O e m p l o y e r . i ; ; . o w . . t l g h t 2 0 0 7 - 2 0 1 3 s t o t c o r f l P c l d O , : : P r l y • c y s t o t r - m c n t : : ~ v S 1 a 1 c m e g t , , R e f u n d s i , , t e m e n t U n d e r F l o r i d a l a w , e m a i l a d d r e s s e s a r c p u b l i c r e c o r d s , I f y o u d o n o l w a n t y o u r e - m a i l a d d r n s s r e l e a s e d I n r e i ; p o n s o t o i p u b l i c - r e c o r d s r e q u e s t , d o n o t s e n d e l e c t r o n i c m a l l t o t h i s e n t i t y . I M t e a d , c o n t a c t t ~ c o m c c b y p h o n e o r b y t r a d l l l o n a l m a l l . I f y o u h a v e a n v q u e s t i o n s , p l e a s e c o n t a c t 8 5 0 . ~ 8 7 . 1 3 9 S . • P u r s u a n t t o S e c t i o n ~ S S . 2 7 5 ( 1 ) , F l o r i d a S t a t u t e s , e f f e c t i v e O c t o b e r 1 , 2 0 1 2 , l l c c n s c e s l l c e n s e d u n d e r C h a p t e r 4 5 5 , F , S , m u s t p r o v i d e t h e D e p a r t m e n t w i t h o ~ e m a i l a d d r e s s I f t h e y h o v e o n e . T h e e m a i l s p r o v i d e d m a y b e u s e d ( o r o f n c l n l c o m m u n i c a t i o n w i t h t h e l l c c n G c c . H o w e v e r e m a i l a d d r e s s e s a r e p u b l i c r e c o r d , I f y o u d o n o t w i s h t o s u p p l y a p e r s o n a l a d d r e s s , p l e a s e p r o v i d e t h e D e p a r t m e n t w i t h a n e m a i l a d d r e s s w h i c h c M b e m a d e a v a i l a b l e t o t h e p u b l l c . T O d e t e r m i n e i f y o u 3 r c a l i c e n s e e u n d e r C h a p t e r 1 S S , F . S , , p l e a s e c l 1 c l < J l W : _ . P r o d u c t A p p r o v a l A c c e p t s : h l t p s : / / O o r i d a b u i l d i n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t O q u z 9 3 1 % 2 b 4 g 5 f a H J 3 x % 2 f p C z 8 E w o s q u a C % 2 f e K n 4 % 3 d 2 / 3 T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . 2 4 2 8 O l d N a t c h e z T r a c e T r a i l C a m d e n , T N 3 8 3 2 0 P h . 9 4 1 - 3 8 0 - 1 5 7 4 E v a l u a t i o n R e p o r t 1 5 4 G A u g u s t 3 , 2 0 2 0 P r o d u c t D e s c r i p t i o n : S e r i e s 8 1 0 0 P V C S i n g l e H u n g W i n d o w , N o n l m p a c t , 5 3 1 / 8 " x 7 6 " u n i t s i z e , 5 4 3 / 8 " x 7 7 1 / 4 " f l a n g e s i z e M a n u f a c t u r e r : C u s t o m W i n d o w S y s t e m s , I n c . 1 9 0 0 S W 4 4 1 h A v e , O c a l a , F L 3 4 4 7 4 S t a t e m e n t o f C o m p l i a n c e : T h i s r e p o r t e v a l u a t e s t h e a b o v e - l i s t e d p r o d u c t p e r t h e r e q u i r e m e n t s o f F A C P r o d u c t A p p r o v a l R u l e C h a p t e r 6 1 G 2 0 - 3 . 0 0 S ( 4 ) . T h i s p r o d u c t c o m p l i e s w i t h t h e r e q u i r e m e n t s o f t h e 7 ' h E d i t i o n ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e o u t s i d e t h e H i g h V e l o c i t y H u r r i c a n e Z o n e . T h e p r o d u c t t e s t i n g s t a n d a r d s p e r f o r m e d a r e o u t l i n e d b e l o w . T e c h n i c a l D o c u m e n t a t i o n : 1 ) T h i s r e p o r t , p r e p a r e d b y L u c a s A . T u r n e r , P E , a t 2 4 2 8 O l d N a t c h e z T r c T r i , C a m d e n , T N 2 ) A p p r o v a l d r a w i n g C W S - 1 5 4 G , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . 3 ) T e s t R e p o r t s N C T L - 2 1 0 - 3 8 0 9 - 1 a n d - l A , f r o m N a t i o n a l C e r t i f i e d T e s t i n g L a b o r a t o r i e s , O r l a n d o , F L s i g n e d a n d s e a l e d b y G e r a r d J . F e r r a r a , P . E . a . T e s t i n g P e r f o n n e d : A A M A / W D M A / C S A l 0 1 / l . S . 2 / A 4 4 0 - 0 8 4 ) S u p p l e m e n t a l C a l c u l a t i o n s t o s u p p o r t C W S - 1 5 4 G , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . I n s t a l l a t i o n : U n i t s m u s t b e i n s t a l l e d a c c o r d i n g t o a p p r o v a l d o c u m e n t C W S - l 5 4 G . L i m i t a t i o n s o f U s e : T h i s p r o d u c t : • M a y b e u s e d . i n t h e c o n f i g u r a t i o n s a n d s i z e s a n d w i t h d a y l i g h t o p e n i n g s a s i n d i c a t e d i n C W S - 1 5 4 G • A c h i e v e s d e s i g n p r e s s u r e s a s i n d i c a t e d i n c o m p a r a t i v e a n a l y s i s t a b l e i n C W S - I 5 4 G • l s n o n - i m p a c t a n d r e q u i r e s t h e u s e o f s h u t t e r s i n w i n d b o r n e d e b r i s r e g i o n s • M a y n o t b e u s e d i n t h e H i g h V e l o c i t y H u r r i c a n e Z o n e • R e q u i r e s g l a s s a s s h o w n i n C W S - 1 5 4 G • R e q u i r e s Q u a n e x ( M i k r o n ) w h i t e r i g i d P V C e x t r u s i o n s a s s h o w n i n C W S - 1 5 4 G C e r t i f i c a t i o n o f I n d e p e n d e n c e : I d o n o t h a v e , n o r d o f i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n C u s t o m W i n d o w S y s t e m s o r i n a n y c o m p a n y m a n u f a c t u r i n g o r d i s t r i b u t i n g p r o d u c t s f o r w h i c h t h i s r e p o r t i s b e i n g i s s u e d . I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n a n y o t h e r e n t i t y i n v o l v e d i n t h e t e s t i n g o r a p p r o v a l p r o c e s s o f t h i s p r o d u c t . L u c a s T u r n e r 2 0 2 0 . 0 8 . 0 6 1 5 : 0 9 : 3 2 - 0 5 ' 0 0 ' 0 8 / 0 3 / 2 0 2 0 L u c a s A . T u r n e r , P . E . F L P E # 5 8 2 0 1 SINGLE HUNG -NON-I MPACT EQUAL SPLIT S~~~ftt~ MAX.~~IOTH t---48 151 16" I GlASSDLO ~I HEIGHT 0 62 1116" MAX UNIT 2~. HEIGHT MAX ◊ I ~ X TABLE OF CONTENTS I--46 5115· ---I GLASSOLO 60/40 SPLIT ORIEL GENERAL NOTES /l. E\.EVATIONS ..... 1 (SHOWN w/DIFFERENT OPTIONS) 33318" Gt.ASS OLO 201\116" GtASS OLO I FMAX ~:lfRALL ~ Fl.ANGE WIDTH MAX. rt.Jr~lOTH 4815116" 7 GI.ASSOLO ~,I HEIGHT 0 68 114" MAX U NIT HEJGHT I 303116" MAX SASH j\ HEIGHT 1f X <65116" GLASSDI.O 5 HI SASH ORIEL CONFIG . MAX. UNIT SIZE 33 S/16" GLASS DI.O I 26 71&" GLASS Dt.0 GENERAL NOTES; l . THE PRODUCT SHOWN HEREIN IS D ESI GNED AND MANUFACTURED TO COMPl Y WITH THE FLORIOA BUILDING COOE (FBC), CURRENT EDITION. 2. GU\ZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: -OOC-. 4 . DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE D ESIGN LOAOS BASED ON, TESTED PRESSU RE AND GLASS TABLES ASTM E-1300-04e01/09, -POSITIVE DESIGN LOADS BASED ON, TESTED PR ESSU RE. WATER lNFJL TRA TION TEST PRESSURE ANO GLASS TABlES ASTM E-1300-04e01I09. S. ANCH ORAGE: THE 33 1/3¾ STRESS INCREASE HAS NOT 8EEN USED I N THE DESI GN OF THl S PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINOlOAD DURATION FACTOR Cd=1 .6 WAS USEO F OR WOOD M'Cl-!OR CAI.CUI.ATIONS. 6. NOT APPROV ED FOR IMPACT RESISTANCE. I MPACT PROTECTIVE SYSTEM IS REQUIRED lt,I W INO BORNE DEBRIS REGION. 7. ALL FRAMES ANO VENTS FLJLL Y W ELDED. SMALL JOIITT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8 . SERIES I MODEL DESIGNATION SH-8100. 9 . THE DESIGNATION XANO O STANO FOR THE FOl.LOWING; X= OPERABLE SASH, 0 = AXEOSASH 10. SECTION CAI.LOUTS APPLY TO All ELEVATIONS IN A SI MILAR L OCATION. 11. EXTERNAL W EEP SLOT= 112"x 2•112 " LOCATED 4" FROM BOTH ENOS. Lucas Turn er 2 020.08.06 14:5 7:34 -05 '00' DESIGN PRESSURE RATING IMPACT RATING OP CHARTS & GLAZING OETAIL ...... .2 SECTION VIEWS & Al T. FRAME ••••• -~ EQUAL 53-1 /8" X 76" SEE COMPARATIVE ANALYSIS NONE 5 HI ORIEL 53-1 /8" X 68-1/4" NONE EXTRUSIONS & B.O.M. ........................ 4 ANCHOR SCHEDU LE & NOTES .......... 5 INSTALLATION OETAILS ..................... 6 60/40 ORIEL 53-1/8" X 62-1 /16" CHART, SHEET 2 NONE ~~~ 1900 SW 44TH AVE. OCALA FLORIDA 34474 W YIW.CWS.CC 8100 PVC SINGLE HUNG NON-IMPACT 8/05/2020 LUCAS A. TURNER, P .E. FL f'E If 58201 2428 0 1<1 Natcl>ez Trc Ttl Camden. TN 38J20 PH. 94 1-380-1574 SHEET OE RIP .N: GE NERAL NOTES AND ELEVATIONS ORAVINSY'" [)ATE, BAT 04/29/08 "' RE V~ C W S-1 54 G SHEET 1:33.33 1 OF6 Design Pressures (PSF) with Glas.s Types A, B, C, o r O Unit Sash Heights (in.) Heights [in.) 23 1/2 7J 1/2 35 1/2 17 +50/-75 +50 /-75 39 1/2 19 +50/-75 +50 /-75 41 1/2 20 +50 /-75 +50/-75 43 1/2 21 +50 /-75 +50/-75 lf7 1/2 23 +50/-75 +50/-75 51 1/2 25 +50 /-75 +50 /-75 53 1/2 26 +50/-75 +50/ -75 55 1/2 27 +S0/-75 +50/-75 59 1/2 29 +50 / -75 +50/-75 63 1/2 31 +50/-75 +50/-n.9 65 1/2 32 +50/-73.2 +50/-69.1 67 1/2 33 +50 /-69.8 +50/-65.6 71 l/2 35 +50/-64 +50/-59.7 74 3/4 36 5/8 +50/-59.9 +50 / -55.6 76 37 l/4 +50/-58.S +50 /-54.1 - ----+--7/S" OVERAI.L f-----+--1/S" ANNEALED ----+-+--518" AIRSPACE --118" AN~'EALED I -QUANEX DURASEAL or, CARDINAL XL EDGE or. KODISPACE •SG TPS 1.G. Sf>ACER S IKAFLEX552 OR PIJRFECT GLAZE "H" 29 1/2 31 1/2 35 1/2 +50/-75 +SO / -75 +50 /-75 +50/-75 +50 /-75 +50 /-75 +50 /-75 +<,;/ -75 +50 /-75 +50 /-75 +<,;/ -75 +50/-75 +50 /-75 +50 /-75 +50/-75 +50/-75 +SO/ -75 +50 /-75 +50 /-75 +'::lJ/ -75 +5 0/-75 +50 /-75 +SO/ -75 +50 /-75 +50/-75 +SO/ -75 +50/-75 +50/-72 +50/-71.6 +50 /-71.6 +50 /-68 +50 /-67.4 +50/-67.3 +50 /-64.4 +50 /-63.7 +50/-63.4 +50 /-58.3 +50/-57.3 +SO/ -56.5 +50 /-54.1 +50/-53 +50 /-51.8 +50 /-52.6 +50 /-51.5 +50/-50.2 - f-----+--71&" OVERALL -----+--3116" ANNEAl.£0 l----+--+--112" AIRSPACE -,__3115• ANNEALED I r--OUAHEXOURASEALor. I/ CAROINA1. XL EDGE Of. L KOOISPACE 4SG T PS LG.SPACER ~ SIKAFLEX 552 OR I I PURFECT GLAZE~ ,,A,_f __ , ' (I --L ,12":tASS BITE 0J'-? J "@ · j~ ill GLASSn'PEA GLASSTYPEB NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. Unit Widths (in.) 39 1/2 41 l/2 43 1/2 +50/-75 +50 / -75 +50 /-75 +50/-75 +50 /-75 +50/-75 +50/-75 +50 /-75 +50/-75 +50 /-75 +50/ -75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 /-75 +50/-75 +50/-75 +50 /-75 +50/-75 +50 /-75 +50 /-75 +50/-75 +50/-75 +50 /-75 +50/-71.6 +50 /-71.6 +50/-71.6 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.4 +50 /-63.4 +50/-63.4 +50 /-56.5 +50/-56.5 +50 /-56.5 +50 /-51.7 +50 /-51.7 +50 /-51.7 +50/-50 +50/-50 +50/-50 ,__ ___ ...._7/8" OVERALL -1-----1--118" T8'PEREO '-----'-"--5/o" AIR SPACE --1/8" TEMPERED 47 1/2 +S0/ -75 +50 /-75 +50/ -75 +50/-75 +50/-75 +S0/-727 +S0/-71 +50 / -69.5 +S0/-66.8 +50/-64.6 +50/-63.6 +S0/-62.7 +SO/ -56.S +50/-51.7 .. 50, .50 -QUANEX OURAS1:Al.Of. CARDINAL XI. EDGE or. KODISPACE 45G TPS I.G.SPAOER I r SIKAFLEX 552 Oft ~ , PURl'ECT GtAZE "ff" f . L_ :LASS BITE .mJU 11 '@- GLASSn'PEC 51 1/2 53 l/8 +<,;/ -75 +50/-75 +',J /-75 +50 /-75 +50/-75 +50/-73.1 +50/-73.4 +50/-70.6 +50/-68.9 .. 50/-66.2 +50/-65.2 +50/-62.6 +50/-63.6 +50 /-61 +50 /-62.1 +50/-59.5 +50/-59.5 +50/-57 +50/-57.3 +50/-54.8 +50/-56.4 +50/-53.9 +50 /-55.5 +50 /-53 +50 /-53.9 +50 /-51.5 +50/-51.7 +50 /-50.4 +50 /-50 .. 50, .50 - 1-----f---7/&" OVERALL ---+--JIU, TEMPERED i----+-+--112" AIRSPACE --3116" TEMPERED .,-~o:..i_oolCJ..~ !: / KODISPACE 4SG TPS LG.SPACER ~ -SllW'l.EX 5:;2 OR PURFECT GlAZE "fl" ---v // (I~ I # .-, '---112" GLASS BITE ;~J 9 fil '@ GLASS TYPE D f SETTING BLOCKS PER FBC 2411 .3.3.1) ~J!-~ 1900 SW 44TH AVE. ClCAIA. FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG NON-IMPACT 8/05(2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natmet Trc Tri Camden, TN 36320 PH. 941-380-1574 SHEE T OESCRJP 1-,; COMPARATIVE ANALYSIS AND GLAZlNG DETAILS UHAWN8Y~ .,,.,e: BAT 04/29/08 Ol"IG I , REV; CWS-154 G SCALe SHEET , :1 20F6 jtNTERIOR I SECTION A-A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 23, 25-26, 31, 36, 37. 44, 51-52, 55-56. 64, 67-68 j1NTERIOR I i SECTION 8-8 NOTE. LEFT SlOE SHOWS F IXED SECTION V I EW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTIONC-C ALTERNATE FlN FRAME ~~m 1900 SW 44TH AVE. OCALA FLORIOA3«74 www.cws.cc 8100 PVC SINGLE HUNG NON-IMPACT 810512020 LUCAS A. TURNER, P ,E. FL PE #58201 24 28 Old Natchez. Ttc Tri Camde~. TN 38320 PH. 941-380-1574 SHEET O RJP f N; SECTION VIEWS OAA.'i"fN BY. DATc: BAT 04/29/08 m"i'GIS: REY.: CWS-154 G SCAI.E; SHEET 1:2 30F6 PARTS UST ' FRAME CORNER ITEM PART# DESCRIPTION MA'!tl!IAL ~"~-CONSTRUCTION ~ , H-6222 M ren Fr .• SH, w/Flg., PV C, Head V-myl I ·~ ft~] 2 H-6222 Main Fr •• SH. w/Flg., PVC, S il Vinyl ~·=i ~ 3 K-6222 Main Fr .• SH, wf Flg., PVC, L Jll. Vinyl 'LWf.® 1900 SW 44TI-I AVE. 4 H-6222 Maio Fr .• SH, w/Flg., PVC, R. Jb. Vinyl w OCA1.A, FLORIDA 34474 5 H-2121 Meet. Ra~. Fxd. Alum www.cws.cc 8 1-1-6224 Sash MeeL Rail P V C Vinyl '~ .I 1-!o 1 [_ 6' 9 H-2124 Rein!. Sash Meet. Rall Alum 8100 PVC 10 ~ Sash Bottom Rail, PVC V-myl COOHER WELD 12 H-6225 Sash Side/Top(Bot. Rail Vinyl PVC SASH PULL PVC SASH MTG (AlLSIDfS) SINGLE HUNG 13 S-2129 Reinf. S.B.R.1S.S.R PVC FRAME RAIL/STI LE H-6223 RAIL 1:11 Alum FIN/RANGE H-6224 NON-IMPACT 14 S-ti237 Glz. Bd., 7I 8",Fxd., Horiz. Vinyl H--6231 ~ 15 S.Q37 Glz. Bd., 7/8",Fsd .• V ert. Vinyl 16 S-6237 Glz, B d.. 7I 8",Sash, Horiz. Vinyl I 3: ~ <( z 3: owo cnw O ci \7 S-6237 Glz. Bd.. 7I 8",Sash, Vert. V inyl ~5~ ~l:~~ 18 S-6226 5cm. Adapt., l'dNib, PVC, Holiz. Vinyl rt-rR'~---:~ .;:"'~>-oa:~m 19 S-6227 S<.m. Adapt, PVC, Vert. Vinyl r9·~:· f '"W::e ~>-~;:e:i: 20 s ~s Sash Stop/ Filler, PVC, Vert. Vinyl JH> z:r: a:woO 24 Balance 8~~~0:i=~:f \J. FIXED 11'.l:cTlNG RAJL ~ z -"'-z,-::>cn 25 P -3059 Sash Cam. PVC Plaslic ~) SCREWED lOGETHER WITH g~i3~i5~0 26 P-3046 Take Oul Clip ss 2118-~ OUTERFAA-~ 2 3W ' I ~) l5t8'" _,r 71 ms-I 1'11 ~ 4:S:~::!~i=03: 27 P-3783 Lock, Impact. PVC Ln ~ih-"'u-z.,,- 28 P-4069 Keeper. Impact, PV C Zamac L .I I- 1/16" i oo>->-::>S:Q;:e 30 P-4479 Weep Cow, W/ Flap Pl astic .r:vc;::= IL "'a:cnowcnw PVC SASH MTG RAIL 3:;j:ll:' ~5~t; 32 P-3429 Wslp .. 0.270 x .1 B7 bad< FinSeal, Gray g-w>-O n.:c ~>- 33 P -3429 Wstp .• 0.270 x .187 bacl< FinSeal, Gray RAJUSTILE H-2121 a: ~ :f ~3:!t'"' FLANGE H-6225 n. 34 P-3429 Wstp., 0,270 x .187 bacl< FinSeal, Gray H-6222 35 P-3429 Wslp., 0.270 x. .187 back FinSeal. Gray 36 P-3429 Wstp., 0 .270 1< • 187 back FinSeal , Gray 1--15116 .. _ ,,11111111,,,, 31 P-4638 :!18 x 2, 1/2 PH Mod. Trus s Type A, Tele 2 Slee! 1/16" n ,,~A. Tufll;/'1,, 38 P-3768 118 x 0,625 Ph PH SMS Slee! 1111116" ~11116" ~ 39 P-4051'1\' !Ill x 1.250 Ph FH TEK , W hi, L t ~ ~ "''''"•.-~ Slee! 'lf--'.:::t -® 11~~--@ il I I = ~* *":,. 40 P -3539 118 X 3/4 P H PN, TEK, Whl Steel 718-:=-u No. 58201 ~'§_ 44 P-3342 Seam Seale<, SM,5504 I 1/16" I 1 /1 6" J__J =~l ;;:::_*z l"'= 45 P-5588 C8I) P lug. 112" Hole Nylon PVC SCREE N PVC SCREEN PVC SASH -:o IU::: 46 P -3438 Sikalex 552 or Purtee! Glaze •H" S UPPORT CATCH STOP ~~~ 48 P-5615 Set. Blk., 85 Dur., 1/8" x 1" x. 2" lg. Rubber 5-6227 5-6226 S~025 ~ ,, ~0R1D"' $" 51 P-3881 Temporary Lbl. (NFRCIDP) "'",1li0NJ,.\. ~,,,,'-" 52 P-3613 CWS Lbl. (logo) ~ I //J/11(11\\\\ 53 Glass, Fixed (See Sheet 3) Llls.'8-54 Glass. Sash (See Sheet 3) 5f_ ,r-z~ 55 Spacer (see sheet 3 ) 5/16" ~-@ ~ I 8/05/2020 56 Space< (see sheel 3) r--1116" PVC GlAZING : 62 P-32I8 Screen Frame , Hariz. Alm, REINF. LUCAS A.. TURNER, P .E . 63 P-3218 Screen Fram e. V ert. Alum REINF. SASH M TG S-2129 BEAD FLPE1158201 64 P-3321 Screen Frame Comer Key Plastic RAIL S-6237 2428 Old Natchez Trc Tri 65 P-3581 Screen Cloth, 18 x 16 Fibeiglass Fibefglass H-2124 Camden, TN 38320 PH. 941-380-1574 ~ P~3228 Screen Spline, . 156 Dia •• Slit. Vinyl 67 P-3029 Screen Pu!I Tab Ah.wn 1i/8" L=--@ SHEET OESCRIP'T10H: 68 P-3033 Screen Spling, ss ss 69 H-6231 Main Fr .. SH, wfFin., PVC Vinyl BOM AND EXTRUSIONS 71 S-6228 FixedRaTT Q,,er Vinyl 13116" --i----! ORA.YIN BY: D ATE; PVCMTGRAJL BAT 04/29/06 COVER 0WG,t:. REY· IUNEITEMSNOTUSED: ,I S-6228 CWS-154 G 6-7, 1 1, 21-23, 29, 31 , 41-43, 47, 49-50. 57-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNL ESS OTHERWISE NOTED. 1-e. SHEET 1 :8 40F6 6" MAA. (TYP,) SEENOTE2 4· MAX. (TYP)=-1 rr a· 1MX. O.C. (TYP.) 4• MAX.(TYP.)7.1 ISEENOTE2 16: MAX.O.C, ;~n NOTES: 0 X ANCHOR LAYOUT· (FLANGE) MEEJll,,'G RAil CENTEJILINE INSTAl.lATIOH ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTAtlATION LOCATION. SILL ANCHOR SPACIIIIG SAME AS HEAD. a· MAXO,C. (TYP.) J TIIRU FRAMEA.~HOR - AT flXEO MEETING RAil (TYP.) 0 X ANCHOR LAYOUT · !FIN) V INSTALLATION ANCHORS TYP. 2 . SHI ,1 AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHI MS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE. SPACING AND E MBEOMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE I , SHEET 6 . 4 . ALL INSTALlATlON ANCHORS MUST BE MADE OF OR PROTECTED WITHA CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTAllATION AIIICHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTIJRER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6 . ANCHOR EMBEDMENT TO SUSSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE· IX BUCKS ARE OPTIONAL 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3 " FOR MASONRY, r FOR WOOD ANO METAL. 6. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD ANO INSTALLED TO TRANSFER Wl"-'D LOADS TO THE STRUCTURE.. SUBSTRATES SHALL MEET Tl-iE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABI.E1, SHEET 6 . CONCRETE AND MASONRY SUSSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STAATEG1ES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF Tl-iE REFERENCE DOCUMENTS: FMAIAM1A 100(FIN WINDOWS). FMA/AAMA 200(FLAIIIGE WINDOWS). FMAIWDMA 2SO(BOX WINDOWS), A.WAAMM'IDMA 300(EXTERIOR DOORS) (~~ 1900 SW 44Tli AVE. OCAIA FLORIDA 34~74 www .cws.cc 8100 PVC SINGLE HUNG NON-IMPACT 8/0512020 LUCAS A. TURNER, P.E. Fl PE ~58201 2428 Old Natchez Trc T~ camcli!n, TN 38320 PH. 941-380-1574 SHEET OE ANCHOR SCHEDULE AND NOTES BAT CWS-154 SCAlE: 1:25 DATE:. 04/29/08 REV: G SHEET 50F6 TYPICl\l HEAD ANCHORAGE 1-----,f---MIN. EDGE DIST . SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEAi.ANT ____ u BYINSTAUER INSIDE AND OUT SEAi.ANT BEHIND Fl.ANGE BY INSTALLER IHSTAUATION ANCHOR--------1 SEETABLE1 ~..Al.ANT B9ilND FLANGE BY INSTAUER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEE TABLE 1 MIN. EMSEDI/.ENT SEE TABLE 1 1/4. MAX SHL\1 t MIN. EMBEOMEHT SE.ETABLE1 ~---+--MIN, E0GE 01ST. SEE TABLE I VERTICAL SECTION TYPICAL SU AHCl«>RAGE TABLE 1: APPROVED INSTALLATIOH FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE FLANGE CONCRETE (2.0 KSI MIN.) 3116" nw TAPCON Fl.ANGE HOLLOW OR GROUT.fllEO CMU (117 PCF MIN.) 3116" 11W TAPCON FLANGE COll.'Cl<ETE (2.85 KSI MIN,) 3116" ELCO UllRACON FLANGE GROUT.fll.lED CMU (/'.$Thi C-90) 3116" ELCO UllRACON FLANGE 2XMIN, SOUTHERN PINE (G=0.55) 3116" 11W TAPCON OR ELCO UllRACON FLANGE 2X MIN. SOLllHERN Pll\'E (G:0.55) #10 WOOD SCREW FLANGE 16 GAUGE (0.060") MIN. STEEL STIJD #10-16 HIL ii KWIK.fl£X OR 11W (33 KSI YIELD MIN} TEKS SELF-ORllllNG SCREW FLANGE 1/8" ALUM. (6063-1'5 MIN.) OR #10 GRADE 5 SELF-TAPPING I 118" S1EEL (33 KSI MIN.) DRlLL.ll\'G SCREW FIN 2X MIN. SOLllHERN PINE (G:0.55) #10 WOOD SCREW MIN. EMBEDMENT --!-----, SUBSTRATE B'l'OTHERS SEETASl.E1 SEE TABLE I MlN. EDG E DIST. SEE TABLE 1 I L: PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEI\LJWTBEHIND Fl.ANGE BY INST ALLER MIN. EDGE DIST. -+---"'I SEETABLE1 MIN. EJ/.BEDMENT SEE TABLE 1 PERIMETER SEALANT L BY INSTALLER INSIDE M'O OUT IHSTALLATION ANCHOR SEETABLE 1 ~---SEALANT 6EllINO FIN BY INSTALLER EB HORIZONTAL SECTION TYPICAi. JAMB ANCHORAGE EB HORIZONTAi.SECTiON MI N. EMBEDMENT 1· 1· 1· \-114" 1-318" 1-318" FUU. niREAD "THRU D.ll61T FULL THREAO ™RU 0.125' 1-1 /Z' MIN. EDGE DIST. 1-VB" r 1· 2-1/2" 718" 718" 7/16" 7/16" 1/2" PERIMETER SEAI.AHT---- BY I NSTALLER INSIDE AND OUT ffi HORIZONTAL SECTIOff SOX FRAME INSTAl.lATION SIMI.AR FOR Sill AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FtANGE. UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: -MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK I S APPLIED INSIDE ANO OUT, FULL PERIMETER. B Y INSTALLER. -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN F OR FLANGE WINDOWS. ~~ 1900 SW 44lli AVE. OCALA. FLORIDA 34474 www.cws.cc 8 10 0 PVC SINGLE HU NG NON-IMPACT 8/0512020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden. TN 36320 PH. 94 1.Ja0-157 4 SHEET OESCR:i'TION: INSTALLATION DETAILS 0RAWN 8 Y ! DAi e: BAT 04/29/08 OW'G.:: REV.: CWS-154 G SCALE: SHEET 1:2 60F6 R E S 2 1 - 0 1 7 3 1 / 7 / 2 0 2 1 F l o r i d a B u i l d i n g C o d e O n l i n e B C I S H o m e I L o g I n I U s e r R t g l s t r a t l o n H o t T o p i c s I S u b m i t S u r c h o r 9 0 I S t a t s & F a c t s I P u b l l c o t l c n s c o n t a c t U s B C I S S i t e M a p L i n k s I S e a r c ~ I ~ P r o d u c t A p p r o v a l ~ U S E R : P u b l i c U s e r P r o d u c t A r l P f O V A I M e n u > P r o d u c t o r A n a l l t o t l o n s r o r c b > £ u m l 1 g J t f o n L i s t > A p p l l c a t f o n o c t t d l F L # A p p l i c a t i o n T y p e C o d e V e r s i o n A p p l i c a t i o n S t a t u s C o m m e n t s A r c h i v e d P r o d u c t M a n u f a c t u r e r A d d r e s s / P h o n e / E m a i l A u t h o r i z e d S i g n a t u r e T e c h n i c a l R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l Q u a l i t y A s s u r a n c e R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l C a t e g o r y S u b c . i t e g o r y F L 4 0 9 2 · R 9 R e v i s i o n 2 0 2 0 A p p r o v e d C u s t o m W i n d o w S y s t e m s I n c , 1 9 0 0 S W 4 4 t h A v e n u e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 · 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 · 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e . O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 · 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c W i n d o w s H o r i z o n t a l S l i d e r C o m p l i a n c e M e t h o d E v a l u a t i o n R e p o r t f r o m a F l o r i d a R e g i s t e r e d A r c h i t e c t o r a L i c e n s e d F l o r l d i i P r o f e s s i o n a l E n g i n e e r E v a l u . i t r o n R e p o r t • H a r d c o p y R e c e i v e d F l o r i d a E n g i n e e r o r A r c h i t e c t N a m e w h o d e v e l o p e d t h e L u c . i s A . T u r n e r E v a l u a t i o n R e p o r t F l o r i d a L i c e n s e Q u a l i t y A s s u r a n c e E n t i t y Q u a l i t y A s s u r a n c e C o n t r a c t E x p i r a t i o n D a t e V a l i d a t e d B y C e r t i f i c a t e o f I n d e p e n d e n c e R e f e r e n c e d S t a n d a r d a n d Y e a r ( o f S t a n d a r d ) E q u i v a l e n c e o f P r o d u c t S t a n d a r d s C e r t i f i e d B y P E - 5 8 2 0 1 K e y s t o n e C e r t i f i c a t i o n s , I n c . 0 7 / 2 1 / 2 0 2 8 S t e v e n M . U r i c h , P E V a l i d a t i o n C h e c k l i s t · H a r d c o p y R e c e i v e d f L 9 0 2 2 R 9 c a r E v a l R e p o r t 2 2 3 E i R . d f s t a n d a r d A A M A / W D M A / C S A 1 0 1 / J , S . 2 / A 4 4 0 P A T A S 2 0 2 F l o r i d ; i L i c e n s e d P r o f e s s i o n a l E n g i n e e r o r A r c h i t e c t E L 4 0 9 2 8 9 E q u l y 8 2 0 0 N J E a u ~ y . . ~ h t t p s : / / f l o r i d a b u i l d l n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w l D q u z 9 3 I % 2 b 4 g 5 f a O O z M 2 M 4 G T n B x o S 2 i z z z G B A % 3 d f i M 2 0 0 8 1 9 9 4 1 / 2 1 / 7 / 2 0 2 1 S e c t i o n s f r o m t h e C o d e P r o d u c t A p p r o v a l M e t h o d D a t e S u b m i t t e d D a t e V a l i d a t e d D a t e P e n d i n g F B C A p p r o v a l D a t e A p p r o v e d s u m m a r v o r o U C S f p d t F l o r i d a B u i l d i n g C o d e O n l i n e M e t h o d 1 O p t i o n D 0 8 / 0 8 / 2 0 2 0 0 8 / 0 9 / 2 0 2 0 0 8 / 1 9 / 2 0 2 0 1 0 / 1 3 / 2 0 2 0 F L # M o d e l , N u m b e r o r N a m e D e s c r i p t i o n 4 0 9 2 . 1 H S - 8 2 0 0 8 2 0 0 V i n y l F l a n g e a n d F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 8 9 I I C W S - 3 4 0 f , Q a f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 , 5 4 x 6 2 , 2 l i t e , D P 4 5 P S F ; H S - 8 2 0 0 , 1 2 5 f l 4 0 9 2 8 9 A E E v a ! R e p o r t 3 4 0 F . o . d f 5 / 8 x 6 2 , 3 l i t e , D P 3 0 P S F . G l a s s c o m p i l e s w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 2 . 2 H S - 8 2 0 0 H S - 8 2 0 0 V i n y l F l a n g e / F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t . i l l a t l o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 R 9 J I C W S - 2 2 3 f ~ A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r - e : + 4 0 / - 4 0 E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r o x , 7 2 " x 7 2 " , F L 4 0 9 2 8 9 A E E v a l 8 e p o r t 2 2 3 f . o . d . f D P 4 0 P S F . G l a s s c o n f o r m s t o A S T M E l 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 2 . 3 H S - 8 2 0 0 H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , O X o r X O . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e I n H V H Z : Y e s F L 4 0 9 2 R 9 I I C W S - 4 8 6 O ~ A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S · 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r O X , 7 4 " x S 4 ' ' . E I A Q . 2 ~ B S ! 8 E E V s ! I R ! l Q Q d ; 4 ! ! f i Q . ~ S e e I n s t a l l a t i o n d r a w i n g s f o r D e s i g n P r e s s u r e . G l a s s c o m p l i e s C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s w i t h A S T M E l 3 0 0 . ~ : : 2 6 0 1 e 1 0 1 , S t o n e R o ~ d . T ~ I I P b R a m F L 3 2 3 9 9 P h o n e ; 8 S Q · 1 8 Z • l a 2 1 T h o S t a t e o r F l o r i d a I s o n A A / E e o e m p l o y e r . l : l l A . W 9 h t 2 0 0 1 , 2 0 1 3 S t a t e o r F l o c f d e , : : ~ S t i ' \ c r n c n t : : A c c g s s l b f l l t y S t a t e m e n t , : R e r u n d s w s m • o s U n d o r F l o r i d a l a w , e m a i l a d d r e s s e s n r e p u b l i c r c C X > r d s . I f y o u d o n o t w a n t y o u r e - m o i l a d d r e s s r e l e a s e d I n r e s p o n s e t o • p u b l l c - r o c o r d s r e q u e s t , d o n o t s e n o e l e c t r o n i c m a l l l o t h i s e n t i t y . J n s t c a d , c o n t a c t t h e o r n c e b y p h o n e o r b y t r ~ d l t l o n o l m a l l . I r y o u h o v e a n y q u e s t i o n s , p l e a s e c o n t a c t S S 0 . 4 8 7 . 1 3 9 5 . ' P u r s u M t t o S e c t i o n 4 S S . 2 ? S ( I ) , F l o r i d a S t a t u t e s , e f f e c t i v e O c t o b e r 1 , 2 0 1 2 , 1 / c c n s c M 1 / c t n s e d u n d e r C h a p t e r 4 S S , f . S . m u s t p r o v i d e t h e D e p a r t m e n t w i t h o n e m a i l a d d r e s s I r t h e y h a v e o n e . T h e e m a i l s p r o v i d e d m e y b e u s e d f o r o r n c l a l c o m m u n i c a t i o n w i t h t h e l l c e n : e e . H o w e v e r e m a i l a d d r e s s e s a r c p u b l i c r o c o r d . I f y o u d o n o t w i s h t o s u p p l y a p e r s o n a l a d d r e s s , p l e a s • p r o v i d e t h o D e p a r t m e n t w i t h a n e m o l l o d d r c s s w h i c h c a n b e m a d e a v a l l a b l o t o t h e p u b l i c . T o d e t e r m i n e I ( y o u a r e a 1 / c e n s c c u n d e r C h a p t e r ~ 5 5 , F . S . , p l e a s e c l i c k ~ P r o d u c t A p p r o v a l A c c e p t s : ~ ! : ] [ i i ] ~ ~ C r e d i t C a r d S a f e s e c u r i t y . M E T n r c s - h t t p s : / / l l o r i d a b u i l d l n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t D q u z 9 3 I % 2 b 4 g 5 f a O O z M 2 M 4 G T n B x o S 2 i z 2 2 G B A % 3 d 2 / 2 T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . 2 4 2 8 O l d N a t c h e z T r a c e T r a i l C a m d e n , T N 3 8 3 2 0 P h . 9 4 1 - 3 8 0 - 1 5 7 4 F B P E C . O . A . # 2 9 7 7 9 E v a l u a t i o n R e p o r t - C W S - 2 2 3 F A u g u s t 0 4 , 2 0 2 0 P r o d u c t D e s c r i p t i o n : S e r i e s 8 2 0 0 P V C H o r i z o n t a l S l i d e r W i n d o w , N o n I m p a c t , 7 2 " x 7 2 ' ' u n i t s i z e X O o r O X M a n u f a c t u r e r : C u s t o m W i n d o w S y s t e m s , I n c . 1 9 0 0 S W 4 4 t h A v e , O c a l a , F L 3 4 4 7 4 S t a t e m e n t o f C o m p l i a n c e : T h i s r e p o r t e v a l u a t e s t h e a b o v e - l i s t e d p r o d u c t p e r t h e r e q u i r e m e n t s o f F A C P r o d u c t A p p r o v a l R u l e C h a p t e r 6 1 0 2 0 - 3 . 0 0 5 ( 4 ) . T h i s p r o d u c t c o m p l i e s w i t h t h e r e q u i r e m e n t s o f t h e 7 ' h E d i t i o n ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e o u t s i d e t h e H i g h V e l o c i t y H u r r i c a n e Z o n e . T h e p r o d u c t t e s t i n g s t a n d a r d s p e r f o n n e d a r e o u t l i n e d b e l o w . T e c h n i c a l D o c u m e n t a t i o n : 1 ) T h i s r e p o r t , p r e p a r e d b y L u c a s A . T u r n e r , P E , a t 2 4 2 8 O l d N a t c h e z T r c T r l , C a m d e n , T N 2 ) A p p r o v a l d r a w i n g C W S - 2 2 3 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . 3 ) T e s t R e p o r t N C T L - 2 1 0 - 3 8 7 0 - 1 a n d - l A , f r o m N a t i o n a l C e r t i f i e d T e s t i n g L a b o r a t o r i e s , O r l a n d o , F L s i g n e d a n d s e a l e d b y G e r a r d J . F e r r a r a , P . E . a . T e s t i n g P e r f o r m e d : A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 - 0 8 4 ) S u p p l e m e n t a l C a l c u l a t i o n s t o s u p p o r t C W S - 2 2 3 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . I n s t a l l a t i o n : U n i t s m u s t b e i n s t a l l e d a c c o r d i n g t o a p p r o v a l d o c u m e n t C W S - 2 2 3 F . L i m i t a t i o n s o f U s e : T h i s p r o d u c t : • M a y b e u s e d i n O X o r X O c o n f i g u r a t i o n i n s i z e s u p t o 7 2 " x 7 2 " u n i t s i z e , w i t h m a x . g l a s s d a y l i g h t w i d t h s a s s h o w n i n C W S - 2 2 3 F • A c h i e v e s d e s i g n p r e s s u r e s a s i n d i c a t e d i n c o m p a r a t i v e a n a l y s i s t a b l e s i n C W S - 2 2 3 F • I s n o n - i m p a c t a n d r e q u i r e s t h e u s e o f s h u t t e r s • M a y n o t b e u s e d i n t h e H i g h V e l o c i t y H u r r i c a n e Z o n e • R e q u i r e s g l a z i n g a s s h o w n i n C W S - 2 2 3 F • R e q u i r e s Q u a n e x ( M i k r o n ) w h i t e r i g i d P V C e x t r u s i o n s a s s h o w n i n C W S - 2 2 3 F C e r t i f i c a t i o n o f l n d e p e n d e n c e : l d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l T a c q u i r e , a f i n a n c i a l i n t e r e s t i n C u s t o m W i n d o w S y s t e m s o r i n a n y c o m p a n y m a n u f a c t u r i n g o r d i s t r i b u t i n g p r o d u c t s f o r w h i c h t h i s r e p o r t i s b e i n g i s s u e d . I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n a n y o t h e r e n t i t y i n v o l v e d i n t h e t e s t i n g o r a p p r o v a l p r o c e s s o f t h i s p r o d u c t . L u c a s T u r n e r 2 0 2 0 . 0 8 . 0 6 1 5 : 0 8 : 2 9 - 0 5 ' 0 0 ' 0 8 / 0 4 / 2 0 2 0 L u c a s A . T u r n e r , P . E . F L P E # 5 8 2 0 1 HORIZONT AL SLIDER -NON-I M PACT ,-..--------73 1/4" FlANGE WIOTH----------4 ,, .. E 73 RANG HE IGKT r -I-- B n:- MAX UNIT HEIGHT 67 13116. GLASS CLO rr MAX UNIT WIDTH A ~ --, -·1---r-- I :n --7--- I B I I I I I 0 ,X I I 68911 I MAX I SASH HEI 6" GHT I (;51 /◄" I I la\ Gl.ASS I I ffl DLO ~ I c ~ I. I I ' .tJ. __ __L_ ' L ~-~s~_J ~ A~ 32"GlASSDL: TABLE OF CONTEITTS GENERAL NOTES & ELEVATIONS ..... 1 OP CHART &. GLAZING OETAILS ......• .2 S ECTION VIEWS & Al T. FRAME ......... 3 EXTRUSIONS & B.O.M ............... --... .4 ANCHOR SCHEDULE & NOTES .•• _ ... .5 INSTAUATION DETAILS ................. -.6 -355116" MAXSASHWIOTH- MAX. UNIT SIZE DESIGN PRESSURE RAT ING 72" X 72" SEE COMPARATIVE ANALYSIS CHART, SH EE T 2 GENERAL NOTES· 1. THE P~CT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ·ox-. ·xo·. 4. DESIGN PRESSURE RATING (SEE SHEET 2 ): -NEGATIVE DESlGN LOADS BASED ON. TESTED PRESSURE AND GIASS TABLES ASTM E--1300-04e01 f09. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE ANO GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PROOUCT. SEE Sl-iE.ET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED I N WINO BORNE DEBRIS REGION. 7. ALL FRAMES ANO VENTS FULLY WELDED. SMALL JOINT SEAM SE.Al.ANT 1.15EO AT FIXED MEETING RAIL AND HfAOJSILL. 8. SERIES I MODEL DESIGNATION H~200. 9. THE DESIGNATION XAND O STANO FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SI MILAR LOCATION. 11 . EXTERNAL WEEP SLOT = 1/4" x l" LOCATED 4" FROM BOTH ENDS. I MPACT RATING NONE Lucas Turn er 2020.08.06 14:56:12 -05'00' ~~ 1900 SW ~HH AVE. OCALA FLORlOA34474 www.cws .cc 8200 PVC HORZ. SLIDER NON-IMPACT 8/0512020 LUCAS A. TURNER. P .E. Fl PE II 58201 2428 Old Natchez Trc Tf1 Camden. TN 38320 PH. 941-380-1574 SHEET OESCRIPTIO~ GENERAL NOTES ANO ELEVATIONS ORAWN8Y: DATE: ADE 09/12/07 O'llG,S; REVS CWS-223 F SHEET 1:14.29 1 OF 6 Equal Sp(it OX or 'JIO Design Pressures (PSF) ~omr~ Uril Unil W idth (in.) Height Glass WINDOW SYSTEMS (ln.) Type 35 1/2 391/2 431/2 471/2 5 11/2 551/2 591/2 631/2 fi7 l/2 n 1900SW44THAVE. A +ro.o I -60.0 tti,0.0 I -60.0 +60.0/-60.0 +ro.0/-60.0 #IJ.O I -60.0 .W.0/-60.0 +58.6 / -58.6 •51.4 I -5 1.4 +45.5/-45.5 '40.o I -40.o OCALA. FLORIDA 34474 351/2 www .cws.cc B .C.O +60.0/ -60.0 ->60.0/-60.D ..ro.o I -60.0 -+60.0 / -60.0 +60.0 I -60.0 +«>.O I -60.0 +58.6/ -58.6 •51.4 / -51.4 +45.5/-45.5 '40.0/-40.0 39 112 A -+60.o I -60.o -+60.o I -60.o +60.0/-60.0 ..w.o/-60.o +60.0/-60.0 ->60.o I -60.o +58.6 /-58.6 •51.4 / -51.4 +4S.S / -45.S +40.0/ -40.0 B .C,O +60.0/-60.0 ->60.0/-60.0 <-f,/J,0/-60.0 -+60.0 I -60.o •f:IJ.0/-60.0 +60.0 / •60.0 +58.6/ -58.6 •S1.4 / -51.4 +45.5 / -45.S -<40.0 / -40.0 8200 PVC A ->60.0/-60.0 +f:IJ.O I -f:IJ,O +60.0/-60.0 +f:IJ.O I •60,0 ->60.o I -60.0 460.0 I -60.o +58.6/ ·58.6 •51.4 I -S1.4 +45.5 I .45.5 +40.0 / ·40.0 HORZ. SLIDER 43 112 NON -IMPACT B.C,O .mo I -60.0 +f:IJ.0/-60,0 +60.0/-60.0 -+60.o I ·60.o +f:IJ.O I •f:IJ.O +60.0 I -60.0 +58.6/ -58.6 •51.4 I -51.4 +45.S / -4S.5 '40.0 / -40.0 47 1/2 A +flJ.O / -60.0 -+60.o I ·60.o +60.0 I -60.o ->60.0 I -60.0 -+60.0 I -60.0 +60.0 I •flJ.O +SS.6 / ·58,6 •51.4 I ·51.4 +45.5 / ·45.5 +40.o I -40.o B ,C,O +flJ.0/-60.0 +60.0 I -60.0 +60.0/ ·60.0 +60.0/ •60.0 +flJ.O I -60.0 +60.0 / ·60.0 -t58.6/ ·58,6 +51.4 I ·51.4 +45.5/-45.5 ..«l.O I -40.0 ~ ;!;. ~ <zi:: . A +f:IJ.D /-60.0 .mo I -60.o +60.0/-60.0 -+60.o I -60.0 +flJ.O I -60.0 +ro.0/ ·60.0 +58.6/-58.6 +51.4 / ·51.4 +45.5 /-45.5 +40.o I -40.o owo ~wgo 5 1 1/2 !;/i5~ o:!::3=~ B ,C, D +60.0/-60.0 +60.0 I -60.o +60.0 I -60.0 +60.D/ -60.D +60.o I -60.o ..m.0/·60.0 +58.6 / -58.6 +51.4/·51.4 +45.5 / •45.5 -<40.0 I -40.0 ..;"'3?zOOCi::Q'.! 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STATE Of -A::: -::. ' l/W' ANNEAl.£0 --3/16" ANNEAi.ED 118• TE>t.PERED 3/1 S-TEI/.PEREO .,,. '"lo1t10" ~ ,,,,,tltiifA\,. "",,, ... ❖ ~ SIKAflEX 552 OR S1KAFLEX 552 OR - -SIKAFLEX 552 OR ''"""""'' .4 SIKAFLEX 552 OR P\IRFECT GV\ZE "'H"" • PURFECT GLAZE ""H" 4 PURFECT GLAZE "H" PURFECT GLAZE -W tf= 1/2' C+ BITE l-t l= t A 1 112·+B1TE 8/0512020 - I 112" G~BITE 112" G~BITE f I ,_ --LUCAS A. TURNER. P.E. ~fu "J""@ FL PE # 58201 l~ju .:I ~ LJ"" ~ LJ :::t'--® 2428 Old NalCllez Trc Tri :~ camden. TN 38320 l ~ "-QUANEX DURASEAL or. I~ 's OUANEX OURASEAL or. ~ r-~~--~ r=~--PH. 941-380-1574 CARDINAL xt EDGE or. CARDINAL XI. EDGE. or, CAROlNAL XI. EDGE or, CARDINAi.. XL EDGE o.-. SHE.ET OE.SCRiPTION: KOOISPACE 4SG TPS I KOOISPACE 4SG TPS ~ KODISPACE (SG TPS ~ KOOISPACE 4SG TPS I.G.SPACER I I.G. SPACER I.G.SPACER ; I.G. SPACER COMPARATIV E ANALYSIS ~ ---AND GLAZING D E TAILS GtASSTYPEA GLASS TYPES GLASS TYPE C GLASS TYPE 0 DRAWN BY; DATE; ADE 09/12/07 O'NG-. REV.: E SETTING B LOO<S PER FBC 24 11.3.3. ti CWS-223 F NOTE: IF SIZE I NTENOEO IS IIIOT SHOWN. USE NEXT LARGER SIZE ISCAI.E: SHEET 1 :1 20F6 SECTION VIEW A-A NOTE: ITEMS NOT SHOWN FOR ClARITY: 22. 30-31 ! JINTERIORI J1NTERIORI SECTION VIEW S-8 NOTE: FIXED UTE AT HEAD AND S IL L IS SIMILAR. SECTIONC-C ALT. FIN/FLANGE FRAME ~~-~ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT 8/05/2020 LUCAS A. TURNER. P.E. Fl. PE # 58201 2428 Old N.alchez Trc Tri Camden, TN 38320 PH, 941-380-1574 DRAWN BY: ADE D\VG#: CWS-223 1:2 DATE: 09112/07 REVS F SHEET 30F6 P ARTS UST ITEM PART# DESCRIPTION 1 H-6222 Main Fr .• SH. w/Fla., PVC 2 H-2121 Meet Rail, Fxd. 3 H-6231 Main Fr .• SH, w/Fin., PVC 4 H-6224 Sash Meel Rail. PVC 5 H-2124 Reinf. Sast> Meet. Rail 6 H-6223 Sash Bollom Rail , PVC (S.S.R IDr HS) 7 S-2129 Rein!. S.B.RJS.S.R/S.T.R. 8 H-6225 Sash Top(Bol Rail 9 S-1TT6 Roner track 10 5-6237 Glz. Bd., 715' ,Fxd., Horiz. 11 S-6226 Scm. Adapt .. v.1 Nib, PVC 12 S-6227 Scm. Adapl, PVC 13 P-4TT9 Roller. Tandem 14 P-3783 lock, Impact, PVC 15 P-4069 Keeper, Impact. PVC 16 P-4479 Weep Cover w/ Flap 18 P-3429 W stp., 0.270 • .187 back F inSeal. Gray 19 P..J539 118 x o.rs-Ph PH Tek@lleeper 20 P-3541 18 X 0.5 P h PH Tek@,r,ller 21 P-4051W ~ X 1.250 Ph fH TEK, Wlll@lock 22 P-3342 Seam Sealer. SM-5504 23 P-5588 Cap Plug. 1/2" Hole 24 P-4648 Purfeci Glaze "H", Sika ftex 552 25 P-5615 Set. Blk .. 85 OU< .. 118" X 1" X 2" Lg. 26 P-3683 HS-8200 Gold Cet1. Label 27 P-3881 Temporary Lbl. {NFRC/DP) 28 f°IXed SEESHEET2 29 Sash SEESHEET2 30 Spacer, See SHT 2 33 P-3218 Screen Frame. Horz. 34 P-3321 Screen Frame Comer Key 35 P-3581 Screen Cloth. 18 x 16 fiberglass 36 P-3228 Screen Spline .. 155 Dia ., BU<. 37 P-3029 Screen P\jl Tai> 38 P-3033 Screen Spring, SS 40 S-6228 Fixed raa C<r.er 42 P-4638 t:8 x 2 112". PH, Modilied Truss. TEK2 43 P-4959 Wstp .. 0.420 x .187 back FinSeal, Gray MATERIAL PVC Alum PVC PVC Alt.W1l P V C Alum PVC Alum PVC PVC PVC Nylon Zinc Zinc Steel Sleet Sleet Silicone Nylon Silicone Rollform Nylon PVC Steel CORN ER CONSTRUCTION PVC SASH MTG RAIL PVC SASH PULL PVC FRAME Fl.ANGE H-6224 RAIUSTILE ~ H~22 H-0223 rfSrJ--@ rB..... _c; ~ I rr i _,,,. 1518. ~ Jr :n 1/lo I ~ 3911_!:16" II I l....r. L n----@ 211 ,~ [nl) FIXED MEETING RAIL SCREWED TOG£IBER WITH OllTERFRAME 1:8 PVC FRAME FIN/flANGE H-0231 1,1s·1 r1114•.1 9 ~ ROLLE R TRACK S -1776 PVC MTG RAIL COVER S-0228 PVC SASH RAIUSTILE - H-6225 ~11/16" 7/16" !;:;;yj--@ r;~_J PVC SCREEN CATCH S-6226 PVC GLAZJNG BEAD S-6237 MTG RAIL H-2121 r------t 11I16" L I II 1/4" !§ii _J @ Gi1. PVC SCREEN SUPPORT S-6227 REINF. SBR/SSR S-2129 J~ ~~ REINF. SASH MTG RAIL H-2124 I~~~,~~ NOT USED:! NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTEO. W/1@)[}f}[)·CWJ W INDOW SYSTEMS [Q;;g' 1900 SW 44Tfi AVE. OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT 8/05/2020 LUCAS A. TURNER. P.E. FLPE # 58201 2428 Old Natchez Trc Tr i Camden. TN 38320 PH. 941-380-1574 $MEET 0£$CRIPTION: BOM AND E XTRUSIONS ORA.WNBY: OATI,: ADE 09/12/07 OWGtt: REVc CWS-223 F SCA1.E.: SHEET 1 :2 40F6 NOTES: ANCHOR@t.l (TVP.) IOSPAN v MAX. (TYP.) g• MAX. (TYP,) ~ 20" t,IAX O.C. (TYP) - --1 I I --, ' I I - I I I - --I £ 7 Ft= 3" (TYP.) 4• (TYP,) I I i I I I -- 0 X ---- ' I I I I I ANCHOR LAYOUT. (FLANGE) TE2 fSSENO I I ¢:J I -- I - - ... ... INSTAUATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 3" MAX.(TYP.)=--1 rr6• IMX.O.C.(TYP.) l" IMX.(TYP.)LI 6. MAX.O.C. (TYP,) 0 X ANCHOR LAYOUT· (FIN) ISEEOOTE2 -I NSTAUATION ANCHOR(TYP.) 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USI NG LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCT ED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACI NG AND EMBEDMENT SHAU BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 6 . 4. ALL INSTAUATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESI STANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD t.1UST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MI\NUFACTURER0 S INSTAUATION lr-lSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6 . ANCHOR EMBED.W.ENT TO SUBSTRATE SHALL BE BEYOND WALL DRE.SSING OR STUCCO. FOR CONCRETEJCMU OPENINGS, EMBEDMEITT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS ARE OPTIONAL 7. A MINIMUM CENTER-TO-OENTER SPACING SHAU. BE MAINTAINED BETWEEN A.LL FASTENERS: 3" FOR MASONRY. 1" FOR WOOD ANO METAL. 8 . WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHAU. 8E PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD ANO INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINJMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6 . CONCRETE AND MASONRY SUBST RATES MAY NOT BE CRACKED. 9. SEAi.iNG AND FLASHING STRATEGIES FOR OVERALL. WATER RESJSTM'CE OF INSTALLATION SHALL BE OONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMP. 100(FlN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), Ft.1A/WDMP. 250(BOX WINDOWS). FMAJAAMAIWDMA. 300(EXTI:RIOR OOORS) ~l?g»s![~ 1900 SW 44TH A.VE. OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPAC T 8/05/2020 LUCAS A. T URNER, P.E. FL PE# 58201 2428 Old Natchez T«: Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESOUPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY; DA.re: ADE 09/12/07 OYIG*: l<EVc CWS-223 F SHEET 1:20 50F6 TYPICAL HEAD ANCHORAGE -----<-MIN. EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT --.,.., BY INSTALLER INSIDE ANO OUT SEAlANT BEHIND A.ANGE BY INSTALLER ~'IISTAll.ATION M'CHOR---------1 SEE TABLE 1 SEALANT BEJIINO fl.ANGE BY INSTALLER PERIW.ETER SEALANT BY ll<STALLER ~'IISIOE ANO OUT SEE TABLE 1 MIN. EMBEOMENT SEE TABLE 1 114" MAX SHIM 1/4" MAX SHIM MIN. at.BEOMEHT SEE TABLE 1 SUBSTRATE BV OTHERS SEE TABLE 1 1-----+--MIN. EDGE DlST. SE E TABLE I @ VERTICAL SECTION 6 TYPICAL SU ANCHORAGE TABLE 1: APPROVED I NSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE Fl.ANGE CONCRETE (2.0 KSI MIN,) 3116" rTW TAPCON RANGE HOLLOW OR GROUHUED et.IV (117 PCF MIN.) 3116" nw TAPCON Fl.ANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO UL TRACON FLANGE GROUT-FILLED CMU (ASTM C-90) 3116" ELCO UL lRACON FLANGE 2X M~'II. SOUTHERN PINE (G:0.55) 3116" 11W TAPCON OR ELCO UL lRACON FLANGE 2X MIN. SOUTHERN PINE (G=0.55) ~10 WOOO SCREW Fl.ANGE 16 GAUGE (0.060") MIN. STEEL sruo ~10-16 Hll.TI KWIK.flEXOR fTW (33 KSI Y IELD MIN) TEKS S ELF-ORIU.ING SCREW FLANGE 1f8" ALUM, (6063-15 MIN.) OR 1\110 GRACE 5 SELF-TAPPING I 1(8" STEEl (33 KSI MIN.) ORILU-IG SCREW Ftl 2XMIN. SOUTHERN PJNE (G=0.55) ~WOODSCRE\'V MIN. EMBEDMElfT --+~---1 S£ETABL£ 1 SUBSTRATE BYOTHERS SEETABl.E 1 L PERIMETER SEALANT BY INSTALLER INSIDE ANO OUT SEALANT BEHIND Fl.M'GE BY INSTALLER MIN, eooeOIST. --11----i SEE TABLE 1 MIN. EMBEOMENT SEE.TASLEI INSTALLATION ANCHOR SEETABLE1 ~---SEALANT8EHINO FlN SY INSTALLER ED HORIZONTALSECTI0.'11 TYPICAL JAMB AA'CHORAGE ® HORIZONTAL SECTION MIN. EMBEDMENT MIN. EDGE DIST. 1-1/2" 1-118" 1· 2" 1" 1" 1-1/4" 2-112" 1-318" 110· 1-318" 7/fr FULL 1HREAD 7/16" TrlRU 0 .060" FUU lHREAD 7116" THRU 0.125" 1-1/2" 112" PERIMETER SEALAlfT BYINSTALL£R INSIDE AA"O OUT EB HORIZONTAL SECTION BOX FRA.'AE INSTALLATION HEAD ANO SILL Sl~ULAA FOR SOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO ANO INCLUDING A BOX-FRAME APPLICATION IS ACCEPT ABLE P ROVIDED: -Mir-I. 1/4" FllLET O F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUI REMENTS Af!, SHOWN FOR FLANGE W INDOWS. ~~!!~ 1900 SW 4.<ITH AVE, OCALA,, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ,,,,,,11~ 11,,,,,,, ;;:, .,. § % l g ~ ~ 111 NA\. ,,._ ,,,,,,11 1111\\ 8/05/2020 LUCAS A. TURNER. P.E. Fl PE #58201 2428 Old Nalchez Tri: T~ Camden, TN 38320 PH. 941-380-1574 S><EET DES~IPTION: INSTALLATION DETAILS OAAWH!JY: OAlE: ADE 09112/07 DWG•: v.: CWS-223 F SCALE: SHEET 1 :2 60F6